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  Subjects -> ARCHITECTURE (Total: 219 journals)
Showing 1 - 200 of 264 Journals sorted alphabetically
ABE Journal : Architecture Beyond Europe     Open Access   (Followers: 7)
Actas de Arquitectura Religiosa Contemporánea     Open Access   (Followers: 2)
Ambiances     Open Access   (Followers: 7)
American Journal of Civil Engineering and Architecture     Open Access   (Followers: 43)
Ángulo Recto. Revista de estudios sobre la ciudad como espacio plural     Open Access   (Followers: 2)
Apuntes : Revista de Estudios sobre Patrimonio Cultural - Journal of Cultural Heritage Studies     Open Access   (Followers: 6)
Architectural Design     Hybrid Journal   (Followers: 38)
Architectural Engineering and Design Management     Hybrid Journal   (Followers: 12)
Architectural Heritage     Hybrid Journal   (Followers: 26)
Architectural History     Hybrid Journal   (Followers: 10)
Architectural Research in Finland     Open Access   (Followers: 1)
Architectural Review     Full-text available via subscription   (Followers: 18)
Architectural Science Review     Hybrid Journal   (Followers: 6)
Architectural Theory Review     Hybrid Journal   (Followers: 7)
Architecture and Culture     Hybrid Journal   (Followers: 24)
Architecture and Engineering     Open Access   (Followers: 4)
Architecture and Urban Planning     Open Access   (Followers: 24)
Architecture Research     Open Access   (Followers: 23)
Architecture, Civil Engineering, Environment     Open Access   (Followers: 6)
ARQ     Open Access   (Followers: 5)
arq: Architectural Research Quarterly     Hybrid Journal   (Followers: 8)
Arquitectura y Urbanismo     Open Access   (Followers: 1)
Arquiteturarevista     Open Access  
Ars Longa : Cuadernos de arte     Open Access  
AURUM : Mühendislik Sistemleri ve Mimarlık Dergisi = Aurum Journal of Engineering Systems and Architecture     Open Access   (Followers: 1)
Australian Journal of Civil Engineering     Hybrid Journal   (Followers: 5)
Australian Planner     Hybrid Journal   (Followers: 2)
Bauregelliste A, Bauregelliste B Und Liste C     Hybrid Journal  
Boletín Académico. Revista de investigación y arquitectura contemporánea     Open Access   (Followers: 1)
Buildings & Landscapes: Journal of the Vernacular Architecture Forum     Full-text available via subscription   (Followers: 15)
BUILT : International Journal of Building, Urban, Interior and Landscape Technology     Open Access   (Followers: 3)
Bulletin KNOB     Open Access   (Followers: 3)
Bulletin of Pridniprovsk State Academy of Civil Engineering and Architecture     Open Access   (Followers: 5)
Cities & Health     Hybrid Journal   (Followers: 5)
Cities in the 21st Century     Open Access   (Followers: 19)
City, Territory and Architecture     Open Access   (Followers: 16)
Civil Engineering and Architecture     Open Access   (Followers: 34)
CLARA : Classical Art and Archaeology     Open Access   (Followers: 7)
Construction Robotics     Hybrid Journal   (Followers: 5)
Construindo     Open Access  
Continuité     Full-text available via subscription  
Dams and Reservoirs     Hybrid Journal   (Followers: 4)
DEARQ - Revista de Arquitectura / Journal of Architecture     Open Access   (Followers: 4)
Der Architekt     Full-text available via subscription   (Followers: 1)
Dibt Mitteilungen (Formerly-Mitteilungen Deut Inst Fuer Bautechnik)     Hybrid Journal   (Followers: 2)
disP - The Planning Review     Hybrid Journal   (Followers: 1)
EGA Expresión Gráfica Arquitectónica     Open Access  
Eikonocity. Storia e Iconografia delle Città e dei Siti Europei - History and Iconography of European Cities and Sites     Open Access  
EN BLANCO : Revista de Arquitectura     Full-text available via subscription  
Engineering, Construction and Architectural Management     Hybrid Journal   (Followers: 14)
Enquiry / The ARCC Journal of Architectural Research     Open Access   (Followers: 5)
Environment and Planning B : Urban Analytics and City Science     Full-text available via subscription   (Followers: 42)
Environmental Science and Sustainable Development : International Journal Of Environmental Science & Sustainable Development     Open Access   (Followers: 14)
Environnement Urbain / Urban Environment     Open Access   (Followers: 14)
Épités - Épitészettudomány     Full-text available via subscription   (Followers: 1)
Estructuras     Open Access  
Estudios del Hábitat     Open Access   (Followers: 1)
Eurasian Journal of Civil Engineering and Architecture     Open Access   (Followers: 2)
European Planning Studies     Hybrid Journal   (Followers: 28)
Fabrications: The Journal of the Society of Architectural Historians, Australia and New Zealand     Hybrid Journal   (Followers: 2)
Firenze Architettura     Open Access  
Footprint : Delft Architecture Theory Journal     Open Access   (Followers: 4)
FORMakademisk - forskningstidsskrift for design og designdidaktikk     Open Access   (Followers: 2)
Forum Journal     Full-text available via subscription   (Followers: 1)
Frontiers in Sustainable Cities     Open Access   (Followers: 2)
Frontiers of Architectural Research     Open Access   (Followers: 6)
Gazi University Journal of Science Part B : Art, Humanities, Design and Planning     Open Access   (Followers: 2)
HBRC Journal     Open Access  
Home Cultures     Full-text available via subscription   (Followers: 7)
Housing and Society     Hybrid Journal   (Followers: 5)
In Situ. Revue des patrimoines     Open Access   (Followers: 1)
Informes de la Construcción     Open Access  
Interiors : Design, Architecture and Culture     Hybrid Journal   (Followers: 23)
International Journal of Architectural Computing     Full-text available via subscription   (Followers: 6)
International Journal of Architecture and Infrastructure Planning     Full-text available via subscription  
International Journal of Built Environment and Sustainability     Open Access   (Followers: 3)
International Journal of Human Capital in Urban Management     Open Access   (Followers: 5)
International Journal of Landscape Planning and Architecture     Full-text available via subscription   (Followers: 3)
International Journal of Protective Structures     Hybrid Journal   (Followers: 6)
International Journal of Student Project Reporting     Hybrid Journal   (Followers: 7)
International Journal of the Built Environment and Asset Management     Hybrid Journal   (Followers: 5)
Japan Architectural Review     Open Access   (Followers: 1)
Joelho : Journal of Architectural Culture     Open Access   (Followers: 2)
Journal of Architectural / Planning Research and Studies     Open Access   (Followers: 1)
Journal of Architectural and Engineering Research     Open Access   (Followers: 4)
Journal of Architectural Conservation     Hybrid Journal   (Followers: 6)
Journal of Architectural Education     Hybrid Journal   (Followers: 12)
Journal of Architecture and Urbanism     Open Access   (Followers: 22)
Journal of architecture&ENVIRONMENT     Open Access   (Followers: 8)
Journal of Architecture, Art & Humanistic Science     Open Access   (Followers: 13)
Journal of Architecture, Design and Construction     Open Access   (Followers: 1)
Journal of Architecture, Planning and Construction Management     Open Access   (Followers: 12)
Journal of Asian Architecture and Building Engineering     Open Access  
Journal of Building Performance Simulation     Hybrid Journal   (Followers: 6)
Journal of Delta Urbanism     Open Access   (Followers: 3)
Journal of Landscape Architecture     Hybrid Journal   (Followers: 20)
Journal of Medieval Latin     Full-text available via subscription   (Followers: 16)
Journal of Persianate Studies     Hybrid Journal   (Followers: 1)
Journal of Sustainable Architecture and Civil Engineering     Open Access   (Followers: 4)
Journal of the Society for the Study of Architecture in Canada / Le Journal de la Société pour l'étude de l'architecture au Canada     Open Access  
Jurnal Arsitektur KOMPOSISI     Open Access  
Landscape Architecture Frontiers     Partially Free   (Followers: 6)
Landscapes     Hybrid Journal   (Followers: 21)
Les Cahiers de la recherche architecturale urbaine et paysagère     Open Access  
Limaq     Open Access  
Liño     Open Access  
Livraisons d’Histoire de l’Architecture     Open Access   (Followers: 3)
Loggia, Arquitectura & Restauración     Open Access  
MediaTropes     Open Access   (Followers: 3)
Modernism/modernity     Full-text available via subscription   (Followers: 48)
Módulo Arquitectura - CUC     Open Access  
Mokslas – Lietuvos ateitis / Science – Future of Lithuania     Open Access  
Montreal Architectural Review     Open Access  
Nature : National Academic Journal of Architecture     Open Access   (Followers: 2)
Nepalese Culture     Open Access   (Followers: 7)
Oculum Ensaios     Open Access  
On the w@terfront. Public Art. Urban Design. Civic Participation. Urban Regeneration     Open Access   (Followers: 1)
Opus Incertum     Open Access  
Oz : the Journal of the College of Architecture, Planning &Design at Kansas State University     Open Access   (Followers: 2)
Palimpsesto     Open Access   (Followers: 2)
Patrimoines du Sud     Open Access  
Places Journal     Open Access   (Followers: 9)
Polis     Open Access  
Proceedings of the Institution of Civil Engineers - Urban Design and Planning     Hybrid Journal   (Followers: 11)
project baikal : Journal of architecture, design and urbanism     Open Access   (Followers: 2)
Ra : Revista de Arquitectura     Full-text available via subscription  
Re. Revista de Edificación     Open Access  
Revista Amazônia Moderna     Open Access  
Revista de Arquitectura     Open Access   (Followers: 1)
Revista de Arquitectura     Open Access  
Revista de Arquitectura e Ingenieria     Open Access   (Followers: 1)
Revista de Investigación     Open Access  
Revista de Urbanismo     Open Access   (Followers: 2)
Revista INVI     Open Access  
RevistArquis     Open Access  
Ri-Vista : Ricerche per la progettazione del paesaggio     Open Access  
Riset Arsitektur     Open Access  
Room One Thousand     Open Access  
Sens public     Open Access  
Sinektika : Jurnal Arsitektur     Open Access  
Smart Cities     Open Access   (Followers: 3)
South East European Journal of Architecture and Design     Open Access   (Followers: 4)
Spool     Open Access   (Followers: 1)
Study of Civil Engineering and Architecture     Open Access   (Followers: 8)
Sustainable Cities and Society     Hybrid Journal   (Followers: 23)
Tafter Journal     Open Access   (Followers: 1)
TECHNE - Journal of Technology for Architecture and Environment     Open Access   (Followers: 11)
Technical Report Civil and Architectural Engineering     Open Access   (Followers: 3)
Technology|Architecture + Design     Hybrid Journal  
The Journal of Architecture     Hybrid Journal   (Followers: 18)
The Journal of Integrated Security and Safety Science (JISSS)     Open Access   (Followers: 3)
Town and Regional Planning     Open Access   (Followers: 10)
UOU Scientific Journal     Open Access   (Followers: 6)
URBAN DESIGN International     Hybrid Journal   (Followers: 13)
Urban Research & Practice     Hybrid Journal   (Followers: 22)
Vernacular Architecture     Hybrid Journal   (Followers: 8)
VITRUVIO : International Journal of Architectural Technology and Sustainability     Open Access  
Vivienda y Ciudad     Open Access  
VLC arquitectura. Research Journal     Open Access  
Winterthur Portfolio     Full-text available via subscription   (Followers: 5)
ZARCH : Journal of Interdisciplinary Studies in Architecture and Urbanism     Open Access  

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Similar Journals
Journal Cover
International Journal of Protective Structures
Journal Prestige (SJR): 0.841
Citation Impact (citeScore): 1
Number of Followers: 6  
 
  Hybrid Journal Hybrid journal (It can contain Open Access articles)
ISSN (Print) 2041-4196 - ISSN (Online) 2041-420X
Published by Sage Publications Homepage  [1176 journals]
  • Experimental studies of the explosion resistance of steel plate with an
           energy-absorbing layers

    • Free pre-print version: Loading...

      Authors: Nikoloz Chikhradze, Edgar Mataradze, Mikheil Chikhradze, Karlo Tavlalashvili, Irakli Akhvlediani, Zurab Malvenishvili
      Abstract: International Journal of Protective Structures, Ahead of Print.
      The aim of this paper is to examine explosion resistance of a composite structure which consists of the steel plate and energy-absorbing layers. With this end, an experimental study of the deformation of 2-3 mm thick steel plates containing different protective layers, namely, an aluminum honeycomb plate, an aluminum sheet, tubular core, polyurethane foam, or an aramid fabrics layer, subjected to explosion generated air shock wave load, has been carried out. At the initial stage of testing, absorbing properties of various composites were examined under relatively low intensity dynamic loads (820 kPa). The dynamic response was assessed by applying bending attenuation and plate center acceleration attenuation factors. This was followed by testing sandwich structures under critical load conditions, when the plate was demolished or subjected to a substantial residual deformation. The study has shown that the composite containing an aluminum honeycomb plate has higher explosion resistance as compared to other tested composites. The proposed design ensures retention of explosion resistance under relatively high dynamic impacts at a reduced distance W = 0.46 m/kg1/3.
      Citation: International Journal of Protective Structures
      PubDate: 2024-06-24T05:51:52Z
      DOI: 10.1177/20414196241264893
       
  • Fragment velocity response of grouted and unreinforced concrete masonry
           walls subjected to blast loading

    • Free pre-print version: Loading...

      Authors: John E Hatfield, Genevieve L Pezzola, Robert E Walker, Catherine S Stephens, James S Davidson
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Very few methods are available for predicting the secondary fragment velocity and secondary fragment production of grouted and unreinforced concrete masonry unit (FGUR CMU) walls when subjected to blast loading. A novel energy-based methodology is developed that calculates the secondary fragment velocity of an unreinforced fully grouted concrete masonry unit (CMU) wall under blast loading. The computationally efficient, engineering-level methodology was originally derived for fragment velocity calculation of unreinforced ungrouted CMU walls. Existing approaches often require large computational resources or fail to predict secondary fragment velocity accurately; this approach calculates fragment velocities with minimal computational effort. The applicability of this analytical model to unreinforced fully grouted CMU walls is discussed. The selection of a resistance function and assumptions about fragment behavior are examined. Velocity calculations throughout wall fragmentation are compared to velocities from quarter-scale and full-scale experiments and reasonable agreement is observed.
      Citation: International Journal of Protective Structures
      PubDate: 2024-06-24T04:55:03Z
      DOI: 10.1177/20414196241264890
       
  • Secondary debris resulting from concrete slabs subjected to contact
           detonations – Spatial velocity distribution and influence of steel
           fibers

    • Free pre-print version: Loading...

      Authors: Moritz Hupfauf, Norbert Gebbeken
      Abstract: International Journal of Protective Structures, Ahead of Print.
      The present work addresses the secondary debris from concrete slabs subjected to contact detonations. The secondary debris is propelled away from the concrete structure on its protective side and can cause severe injuries to persons and damage technical installations. The analysis is based on a series of experimental tests using a newly developed test setup. This setup allows a detailed analysis of the protective side of the concrete slab regarding the spatial velocity distribution of the secondary debris and the preceding fragmentation of the concrete. Both the spatial velocity distribution of the secondary debris and the geometry of the spalling crater are approximated by rotationally symmetric descriptions to derive the kinetic energy of the secondary debris. The derived kinetic energy of the secondary debris is then used for a quantitative evaluation of steel fibers in the concrete.
      Citation: International Journal of Protective Structures
      PubDate: 2024-06-21T10:00:54Z
      DOI: 10.1177/20414196241264026
       
  • Airblast observations and near-field modeling of the large surface
           explosion coupling experiment

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      Authors: Oleg Vorobiev, Sean Ford
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Seismoacoustic wave generation for two consecutive surface chemical explosions of the same yield (approximately 1 ton TNT-equivalent) was studied during the Large Surface Explosion Coupling Experiment (LSECE) conducted at Yucca Flat on the Nevada National Security Site (NNSS) site in alluvium geology. We have performed numerical simulations for both chemical explosions to investigate how the non-central source initiation, site topography and soil mechanical properties affect the evolution of the explosion (fireball and cloud), its crater, and variations in the generated blast waves. The results can be used to improve the understanding of surface explosions and their effects and how those effects can be used to infer source information such as explosive yield and emplacement. We find that the non-central detonation of the explosive cube results in non-axisymmetric blast overpressures which persist through the strong and weak shock regimes, in this case out to 200 m and more. The pattern of the secondary shock (i.e., shock created due to slowing explosive products within the expanding fireball) is also affected and its arrival relative to the main shock and may be indicative of explosive type due to its dependence on the explosive products ratio of heats. Small reflections are visible within the overpressure signal that are most probably due to small artifacts in blast path. Importantly, the fireball growth, cavity generation, and cloud formation also depart from spherical and ideal approximations due to ground interactions and material dependence, which shows the importance of realistic geomaterial models for accurate prediction. The asymmetry in peak overpressure is diminished for the second chemical explosion, which was placed in the crater of the first. Numerical modeling shows that the explosive jetting created by the non-central detonation is reduced upon interaction with the crater walls and this has the effect of making the blast generation more axisymmetric.
      Citation: International Journal of Protective Structures
      PubDate: 2024-05-14T09:58:39Z
      DOI: 10.1177/20414196241251482
       
  • Development of a fast-running method for prediction of blast propagation
           in partially confined spaces

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      Authors: Hwee Kiat Yeo, Swee Hong Tan
      Abstract: International Journal of Protective Structures, Ahead of Print.
      In this contribution, a series of findings from Computational Fluid Dynamics (CFD) simulations of blast propagation within fully confined spaces are presented. These numerical works have been carried out as part of an ongoing in-house development towards a fast-running method to predict overpressures and impulses arising from detonations within the various configurations of carparks in Singapore. In land-scarce cities like Singapore, carparks are typically located within the same structural footprints and are integrated with other functions of the building to facilitate convenient access. Design of carparks are required to meet statutory provisions with regards to the layout, headroom clearance and safety. To this end, the present research study has adopted a three-stage approach. First, different representative configurations of carparks are determined by making reference to and rationalising based on the prevailing statutory provisions in Singapore. This is then followed by a series of parametric CFD simulations to obtain essential numerical data in order to characterise the blast propagation within the respective partially confined spaces. Finally, several regression models are employed to derive relationships between the critical parameters and the blast data, with the aim of achieving a fast-running predictive method. This paper seeks to provide detailed descriptions of the first and the second stages, as well as to present the comparisons of numerically converged solutions, which are obtained from preliminary CFD simulations using two mesh sizes, against semi-analytical solutions which are calculated based on guidance from UFC 3-340-02 for fully confined detonation as initial reference cases.
      Citation: International Journal of Protective Structures
      PubDate: 2024-05-09T10:56:30Z
      DOI: 10.1177/20414196241252937
       
  • A comparison of far-field explosive loads by a selection of current and
           emerging blast software

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      Authors: Alastair Chester, Richard Critchley, Rachael Hazael
      Abstract: International Journal of Protective Structures, Ahead of Print.
      In blast resistant design, simulation data may be used to generate the explosive loads that would be witnessed by the detonation of a high explosive device. There are many software packages available to simulate explosions, and this study aims to provide a comparison of a selection of them, including some recently available, with the aim of forming an understanding of the potential accuracies and speed of these in far-field explosive prediction. Software selection criteria were formed by a literature survey to highlight the commonly commercially used programmes. Each software package was used to predict the far-field effects of overpressure and specific impulse from two explosive charges against a reflective target. The data generated by these simulations were then critically compared and reviewed, both with respect to each other and, for the 100 kg charge size, with respect to experimental data. It shows that for the simulated scenarios, after domain and cell size fidelity studies have been performed, the choice of software may lead to a variance in prediction in the peak overpressure of up to 50%, specific impulse of up to 15%, and simulation run times by a factor of 600.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-29T11:09:20Z
      DOI: 10.1177/20414196241248192
       
  • Vibration reduction effect of retaining pile structure under the action of
           damping hole—A case study

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      Authors: Yingbo Ren, Nan Jiang, Chuanbo Zhou, Yingkang Yao, Guopeng Lyu
      Abstract: International Journal of Protective Structures, Ahead of Print.
      In the context of mitigating the impact of blasting-induced seismic waves on excavation processes and reducing the vibrational load on retaining pile structures, this study examines the influence of predetermined damping hole parameters on the damping effect. It also evaluates the protective efficacy of damping holes on retaining pile structures. Leveraging the foundation pit project at the Julong Avenue Station of Wuhan Metro Line 7 as a reference, on-site blasting construction was monitored to obtain vibration velocities at the top of the retaining pile structure. A numerical calculation model for blasting in the foundation pit was established using LS-DYNA software, and its reliability was verified through the integration of on-site monitoring data at the top of the retaining pile. Multiple damping hole excavation schemes were devised, and their effects on the damping effectiveness were analyzed with respect to various parameters. Safety criteria for the stability of the retaining pile structure were proposed based on the ultimate tensile stress criterion, ultimate shear stress criterion, and Mohr’s criterion. Under the optimized scheme, the dynamic response characteristics of the retaining pile structure were analyzed, and the practical application effects on-site were observed. The research findings indicate that the depth, spacing, and number of damping holes have a significant impact on the damping effect. The safety criterion for the vibrational velocity of the retaining pile structure during blasting is determined to be 26.10 cm/s. Under the optimized scheme, the vibrational velocities at various monitoring points on the retaining pile structure all fall within the safe range, with a maximum reduction rate of 30.9%.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-16T01:38:32Z
      DOI: 10.1177/20414196241246285
       
  • Ballistic resistance analysis of hard ceramic combined with aluminum foam
           sandwich constructions

    • Free pre-print version: Loading...

      Authors: Arief Nur Pratomo, Zaka Ruhma, Wawan Rukmono, Martijanti Martijanti, Sutarno Sutarno, Kwong Ming Tse
      Abstract: International Journal of Protective Structures, Ahead of Print.
      A ballistic resistance of hard ceramic combined with aluminum foam sandwich (CAFS) constructions was investigated in this paper. This combination plate is constructed by a front faceplate (FFP), ceramic plates, an aluminum foam (Al-foam) panel, and a rear faceplate (RFP). The material used for the FFP and RFP was heat-treated mild steel with the thicknesses are 5 mm and 3.5 mm, respectively. The ceramic materials to be evaluated are B4C, SiC, and Al2O3. Al-foams were fabricated by varying the stabilizer weight ratio of MgO and Al2O3. The Al-foams have a porosity of 79.93%–82.57%, a pore diameter of 2.51–2.82 mm, the relative density of 0.17–0.24, and plateau stress of 3.88–6.63 MPa. Ballistic tests were carried out only for aluminum foam sandwich (AFS) construction without ceramics to evaluate the manufacturing effect and to obtain a baseline ballistic plate to be improved. Ballistic tests are conducted by using 5.56 × 45 mm bullet with 50 m shooting range and bullet speed of 929–958 m/s. To validate the damage mode and energy absorption capability of the AFS, a numerical model is constructed. The numerical studies were conducted to investigate the damage mode and energy absorption capabilities of each part. The simulation has a good agreement with the experiment result on the damage mode. This model then to be used to study the effect of the additional hard ceramic layer. An interaction between hard ceramic and AFS is also investigated to get a new insight of the energy absorption mechanism during bullet penetration. A new finding shows that ceramic presses the Al-foam to solidify so that it can increase the energy absorbed by the Al-foam. The ceramic is impacted by a bullet pushing the Al-foam so that it undergoes solidification which leads to increasing absorbed energy.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-12T09:28:08Z
      DOI: 10.1177/20414196241245126
       
  • Stress wave attenuation in ultra-high performance fibre-reinforced
           concrete during ballistic impact

    • Free pre-print version: Loading...

      Authors: Nabodyuti Das, Bhaskar Ramagiri, Prakash Nanthagopalan
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Depending on material properties and boundary conditions, various waves propagate within the target, during an impact event. Stress wave attenuation during ballistic impact can be expressed in strain profiles regarding time and distance from the impact point. The design of a ballistic-resistant structure thus depends on the stress wave attenuation. This present study focused on stress wave attenuation under projectile impact in ultra-high performance fibre-reinforced concrete (UHPFRC). 3 mm strain gauges were found suitable for such measurements. Two different types (steel fibres) of UHPFRC (Single fibre (S2): 2 % of 6 mm steel fibre and Hybrid fibre combination (S0.5L1.5): 0.5 % of 6 mm + 1.5 % of 13 mm steel fibres) were used for investigation. During the ballistic impact event, strain profiles at specific distances from the point of impact on both the front and rear surfaces of UHPFRC targets were recorded. The scabbing damage due to tension was captured and analysed in this study through stress wave attenuation. The impact performance of hybrid (Short and Long fibres) S0.5L1.5 UHPFRC combinations was much better than S2 (only short fibres) UHPFRC targets. The hybrid steel fibre UHPFRC also shows higher strain attenuation (than short fibre based UHPFRC) in the range of 10-30 µε/mm. It was concluded that the efficiently designed ballistic-resistant UHPFRC should have higher wave attenuation, implying the concrete has enhanced capacity to absorb and localise energy, thereby mitigating the extent of damage inflicted upon the overall concrete slab.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-08T09:05:57Z
      DOI: 10.1177/20414196241246289
       
  • Influence of approach shape of debris flow on impact load to open Sabo dam
           in experiment

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      Authors: Toshiyuki Horiguchi, Yuta Miyahara, Yoshiharu Komatsu
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Recently, the magnitude of landslide caused by torrential rain and typhoons is increasing in Japan. This high intensity rainfall disaster induces some structural failure of steel pipe open Sabo dams. Thus, current static design loads and impact loads are being considered. To prevent some structural failure of the dam, a new design concept is necessary at the severe load that is exceeding the present design load. However, the influence of debris flow impact load on steel pipe open Sabo dam is not clear to make a design load. The study experimentally approaches a vertical load distribution shape and its time history based on a comparison with a wedge approach shape and a front boulder concentrated shape. The load and moment action of a front boulder concentrated shape debris flow is greater than that of a wedge approach shape. Mechanism making the difference is made clear by observation of vertical detail measurement of impact load.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-08T02:52:57Z
      DOI: 10.1177/20414196241245124
       
  • Prediction of direct shear failure in blast-loaded reinforced concrete
           members

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      Authors: Ravi Mudragada, Pradeep Bhargava
      Abstract: International Journal of Protective Structures, Ahead of Print.
      The occurrence of direct shear failure in structural members during the early phases of blast loading prior to the development of appreciable curvature can lead to sudden and catastrophic consequences for protected facilities exposed to near-field and/or close-in blasts. Thus, accurately predicting direct shear failure in structural members subjected to blast loads is crucial. Consequently, this paper presents a novel 3-D finite element (FE)-based cohesive interface modeling approach capable of capturing the shear slip near the supports and accurately predicting direct shear failure in blast-loaded reinforced concrete (RC) members. The validity of the proposed numerical model is established with experimental data. Three distinct blast load cases varying from distant to close-in are applied to verify the applicability and highlight the novelty of the proposed model. Results show that direct shear failure is inherently captured within the modeling framework of the proposed cohesive interface models, eliminating the need for externally adopted damage criteria seen in existing 3-D FE-based continuum models. Further, the effectiveness of the cohesive interface model in the accurate blast damage assessment of structural members is manifested by using pressure-impulse (P-I) diagrams.
      Citation: International Journal of Protective Structures
      PubDate: 2024-04-03T02:42:06Z
      DOI: 10.1177/20414196241245125
       
  • Penetration mechanics of rigid projectiles impacting metallic and concrete
           targets—A summary of our work

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      Authors: Zvi Rosenberg, Erez Dekel, Yaniv Vayig, Roman Kositski, Alon Malka-Markovitz
      Abstract: International Journal of Protective Structures, Ahead of Print.
      The physical mechanisms operating during the penetration and perforation of metallic and concrete targets by rigid projectiles are reviewed in this paper. The review covers our approach to these phenomena, as detailed in several papers that were published during the last decade. This approach is based on experimental data and their numerical simulations, through which we constructed analytical expressions for the penetration depths and the ballistic limit velocities of the corresponding projectile/target pairs. This review article will benefit researchers in the terminal ballistics community because it presents a full picture of our approach to the subject, and it also outlines the development in our thinking over the years.
      Citation: International Journal of Protective Structures
      PubDate: 2024-03-08T03:44:28Z
      DOI: 10.1177/20414196241237240
       
  • Analysis of perforated corrugated steel columns subjected to bilateral
           cyclic loading

    • Free pre-print version: Loading...

      Authors: Ahmed Albarram, Qusay Al-Kaseasbeh
      Abstract: International Journal of Protective Structures, Ahead of Print.
      This research unveils numerical analysis of corrugated-shaped steel columns (CSCs) with perforations during seismic events. Using ABAQUS software, 34 tests were examined under constant and bilateral cyclic loads. Varying parameters involved numbers and levels of perforations, corrugation geometries, and steel thickness. Findings exhibited a favorable performance of CSCs with six corrugated geometries as compared with ones with four corrugated geometries. The enhancement in load capacities and ductility were reported at 25–32% and 40%, respectively. CSCs were seen most vulnerable to experience load capacity deterioration when perforations were located in the lower quarter zone of height. The maximum corresponding decline exceeded 30% among tests having all corrugated geometry faces perforated. Local buckling failure in the lower quarter zone was dominant in most cases with severe deformation observed by the presence of perforations in such zone. Increasing the steel thickness of CSCs improved load capacities satisfactorily and shifted the local buckling to outward buckling, and controlling the failure patterns. This research emphasizes the need for perforations in such innovative cross-section steel columns to play as service conducing area and cost-effective factor. The research also provides applicable solutions to optimize the structural behavior of CSCs and maintain safer design during seismic incidents.
      Citation: International Journal of Protective Structures
      PubDate: 2024-02-23T02:50:17Z
      DOI: 10.1177/20414196241235321
       
  • Vulnerability of reinforced concrete frames using anti-seismic hysteretic
           devices for the Lorca earthquake (2011)

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      Authors: David Dominguez Santos, Francisco Pallares Rubio, Pedro Muñoz
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Many buildings around the world are extremely vulnerable to serious and moderate earthquakes. Base isolation and energy dissipators are the traditional techniques in anti-seismic designs. The present paper focuses on the suitability of using hysteretic energy dissipators in braced buildings in low-to-medium seismic zones, such as southeast Spain. To this end, static (Push-over) and dynamic analyses have been carried out using the record of the Lorca earthquake (2011) in its most unfavorable direction (N-S), using reinforced concrete frames of low (5 stories frame), medium (10 stories frame), and high height (15 stories frame) with hysteretic dissipators (based on metal plasticization) and economical and easy-to-use devices. The results show that this type of solution is appropriate in the case described and indicate the advantages and disadvantages of its use in buildings in the study area. The results show that the effectiveness of the dissipative devices increases with the height of the frames, in terms of displacements, resistance, and distribution of moments in the primary structural elements of the frames (beams and columns).
      Citation: International Journal of Protective Structures
      PubDate: 2024-02-22T12:52:58Z
      DOI: 10.1177/20414196241233755
       
  • Explosive field trial for repetitive testing of VBIEDs to
           probabilistically measure blast and fragmentation hazards

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      Authors: Mark G Stewart, Michael D Netherton, Hao Qin, Jun Li
      Abstract: International Journal of Protective Structures, Ahead of Print.
      This paper describes results from an explosive field trial of the detonation of Vehicle-Borne Improvised Explosive Devices (VBIEDs). The purpose of the trials is to replicate tests with identical car type and explosive mass to help probabilistically characterise the uncertainty and variability of blast pressures and fragment hazards. These variabilities may be considerable, and it is important to recognise that the world is not deterministic. The paper describes the spatial variability (directionality) of incident pressure, impulse and time of positive phase duration, and compares these to results from a bare charge, and the hemispherical surface burst Kingery and Bulmash polynomials often used for predicting blast loads from IEDs, such as ConWep. This also allows directional airblast factors to be quantified. The spatial distribution of over 26,000 fragments on the ground is also presented over the 250 m × 300 m test arena. The fragment densities and velocities obtained from the witness panels are also described, and preliminary fatality risks were estimated. These data may help develop or validate airblast and fragment hazard numerical or other models. Ultimately, probabilistic approaches will provide decision support for the determination of safety distance and risk reduction measures to prevent fatality and injury from blast pressure and fragmentation hazards.
      Citation: International Journal of Protective Structures
      PubDate: 2024-02-14T03:08:57Z
      DOI: 10.1177/20414196241233757
       
  • Influence of fibre orientation parallel to impact direction on the impact
           response of unidirectional glass/epoxy composite: Experimental
           investigation on confinement and hybridisation

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      Authors: Bhaskar Ramagiri, Chandra Sekher Yerramalli, Nabodyuti Das
      Abstract: International Journal of Protective Structures, Ahead of Print.
      In a high-velocity impact phenomenon, the damage is localised, and for thick composite laminates, most of the projectile’s kinetic energy is absorbed through out-of-plane compression and shear mechanisms. In conventional composite laminate, as the fibre orientations are in the in-plane of laminate, the out-of-plane compression and out-of-plane shear of laminate are utilised. In composites, the out-of-plane compressive strength is significantly lower than the in-plane (fibre direction) strength. The present study investigates the impact response of unidirectional (UD) glass/epoxy composite targets with fibres oriented parallel to the impact direction. The lack of research on the impact behaviour of unidirectional glass/epoxy composites with fibre orientation parallel to the impact direction demands further experimentation and understanding of failure mechanisms. In this study, firstly, the impact response of UD glass/epoxy composites with fibres oriented parallel to the impact direction (GFID) was investigated and compared with conventional cross-ply (GFCP) and quasi-isotropic (GFQI) glass/epoxy laminates. Secondly, to address the issues of GFID splitting on impact, GFID was confined in both the hoop and normal-to-binder directions. Thirdly, the impact response of various hybrid GFID with and without confinement with GFCP as backing was evaluated. GFID under out-of-plane punch load fails by splitting, and its compressive participation depends on the impact velocity. GFID under the hoop and normal-to-binder direction confinement showed better specific impact energy absorption relative to pure GFID. The experimental results show that GFID wounds with carbon fibre used as a facing with GFCP as a backing provide better impact resistance at HVI conditions than conventional laminates of the same thickness. These findings suggest that the combination of GFID and GFCP targets can be used to have better impact resistance in various applications.
      Citation: International Journal of Protective Structures
      PubDate: 2024-02-10T09:55:38Z
      DOI: 10.1177/20414196241232676
       
  • Numerical modeling and simulation of cable barriers under vehicular
           impacts on a sloped median

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      Authors: Qian Wang, Emre Palta, Howie Fang
      Abstract: International Journal of Protective Structures, Ahead of Print.
      Cable barriers are flexible barrier systems that are commonly used as median barriers in the United States for their general effectiveness and low installation and maintenance costs. The current cable median barrier (CMB) adopted by the North Carolina Department of Transportation was previously evaluated on flat terrain and found to satisfy the requirements of the National Cooperative Highway Research Program Report 350. Under in-service conditions (i.e., on a sloped median), the current CMB failed to stop small passenger cars in many incidents. The new roadside safety standard, Manual for Assessing Safety Hardware (MASH), recommends that CMBs be tested and/or evaluated on sloped medians. However, conducting full-scale crash tests on sloped median is extremely difficult and few experimental studies exist. In this study, finite element simulations were used to evaluate the performance of the current CMB design on a 6H:1V sloped median under MASH Test Level 3 conditions. To address the issue of vehicle underriding on the current CMB, two retrofit designs were developed and also evaluated on the sloped median. Two MASH compliant vehicles, a 1996 Dodge Neon and a 2006 Ford F250, were used to evaluate all three CMBs from both frontside and backside and with two initial impact points. The MASH exit-box criterion, MASH Evaluation criteria A, D, and F, vehicular responses, exit angles, and residual velocities were used to evaluate the CMB performance for structural adequacy, occupant risk, and post-impact trajectories. The simulation results showed that one of the retrofit designs could improve the CMB performance on a sloped median at MASH Test Level 3 conditions.
      Citation: International Journal of Protective Structures
      PubDate: 2024-01-08T07:53:31Z
      DOI: 10.1177/20414196241226725
       
  • Experimental study of the low-velocity impact behavior of open-cell
           aluminum foam made by the infiltration method

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      Authors: Mohsen Hajizadeh, Mojtaba Yazdani, Hosein Khodarahmi
      Abstract: International Journal of Protective Structures, Ahead of Print.
      This study examined the behavior and energy absorption of open-cell aluminum foam under different loading conditions. The foam was made by infiltration, a low-cost method that produced a uniform pore distribution. The foam was compressed using two machines with varying impact velocities and weights. The stress–strain and energy absorption curves of the foam were measured and analyzed. The results showed that the strain rate and the impact weight affected the compressive properties and energy absorption of the foam. The strain rate up to 264 s−1 with constant mass did not affect the plateau stress, which was the constant stress in the plastic region. However, at 264 s−1, increasing the impact weight increased the plateau stress and the energy absorption of the foam, which showed that the strain rate sensitivity depended on the impact inertia. The study revealed the dynamic characteristics of open-cell aluminum foam made by infiltration and provided insights for its use in impact protection. The study also showed that infiltration was a reliable and consistent method for making open-cell aluminum foam. The study highlighted the important roles of plateau stress and hardening effect in influencing the energy absorption of the foam under dynamic loading. The study suggested that future studies should consider the impact inertia as a parameter that affects the strain rate sensitivity of the foam.
      Citation: International Journal of Protective Structures
      PubDate: 2024-01-05T07:37:58Z
      DOI: 10.1177/20414196231225812
       
  • Wave-absorbing performance of alumina thin-walled hollow particles under
           freezing condition

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      Authors: Pengzhi Yan, Yu Wang, Pengxian Fan, Mingyang Wang
      Abstract: International Journal of Protective Structures, Ahead of Print.
      The reliability of the absorbing layer is crucial for realizing protective engineering’s protection function. However, the typical wave-absorbing material, sand, is unable to fulfill its intended wave-absorbing function in areas with seasonally frozen soil. This is because the internal pores of the material become filled with ice and the particles freeze. To address this issue, alumina thin-walled hollow particles were chosen as a new wave-absorbing material. These particles can introduce the gas phase into the absorbing layer which is essential for attenuating the stress waves and its wave-absorbing capacity under freezing conditions was investigated by the split Hopkinson bar (SHPB) test. According to the test data, the alumina thin-walled hollow particles are less dense than sand and have a lower wave impedance, allowing them to reflect more incident energy. Moreover, these particles have a better capacity for dissipating the absorbed energy, as compared to sand. Under freezing circumstances, the average transmittance coefficient of alumina thin-walled hollow particles is only 21.95% to 49.30% of ordinary sand. Additionally, the particle size positively correlates with the capacity for wave-absorption. The capacity of alumina thin-walled hollow particles to shatter and release the gas phase under impact stress significantly increases the compressibility of the absorbing layer under freezing conditions, which accounts for their enhanced wave-absorbing effectiveness. The stress-strain curve specifically manifests as a smoother curve and a longer stage of plastic energy dissipation. Other than that, the dynamic deformation modulus of the material and peak stress is lower, while the peak strain is larger. The findings of this study provide a low-cost, high-reliability solution to the problem of frost damage in the absorbing layer in regions with seasonal freezing.
      Citation: International Journal of Protective Structures
      PubDate: 2024-01-04T06:30:08Z
      DOI: 10.1177/20414196231226240
       
  • On the penetration of rigid spheres in metallic targets

    • Free pre-print version: Loading...

      Authors: Zvi Rosenberg, Yaniv Vayig
      Abstract: International Journal of Protective Structures, Ahead of Print.
      We present an empirical relation for the penetration depths of rigid spheres impacting metallic targets at ordnance velocities. This relation was derived through 2D numerical simulations for various sphere/target pairs, that followed their penetration depths in terms of the impact velocity, the sphere/target density ratio, and the dynamic strength of the target. The numerically derived empirical relation is shown to account for test data from several publications.
      Citation: International Journal of Protective Structures
      PubDate: 2024-01-03T12:21:56Z
      DOI: 10.1177/20414196231225813
       
 
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  Subjects -> ARCHITECTURE (Total: 219 journals)
Showing 1 - 200 of 264 Journals sorted alphabetically
ABE Journal : Architecture Beyond Europe     Open Access   (Followers: 7)
Actas de Arquitectura Religiosa Contemporánea     Open Access   (Followers: 2)
Ambiances     Open Access   (Followers: 7)
American Journal of Civil Engineering and Architecture     Open Access   (Followers: 43)
Ángulo Recto. Revista de estudios sobre la ciudad como espacio plural     Open Access   (Followers: 2)
Apuntes : Revista de Estudios sobre Patrimonio Cultural - Journal of Cultural Heritage Studies     Open Access   (Followers: 6)
Architectural Design     Hybrid Journal   (Followers: 38)
Architectural Engineering and Design Management     Hybrid Journal   (Followers: 12)
Architectural Heritage     Hybrid Journal   (Followers: 26)
Architectural History     Hybrid Journal   (Followers: 10)
Architectural Research in Finland     Open Access   (Followers: 1)
Architectural Review     Full-text available via subscription   (Followers: 18)
Architectural Science Review     Hybrid Journal   (Followers: 6)
Architectural Theory Review     Hybrid Journal   (Followers: 7)
Architecture and Culture     Hybrid Journal   (Followers: 24)
Architecture and Engineering     Open Access   (Followers: 4)
Architecture and Urban Planning     Open Access   (Followers: 24)
Architecture Research     Open Access   (Followers: 23)
Architecture, Civil Engineering, Environment     Open Access   (Followers: 6)
ARQ     Open Access   (Followers: 5)
arq: Architectural Research Quarterly     Hybrid Journal   (Followers: 8)
Arquitectura y Urbanismo     Open Access   (Followers: 1)
Arquiteturarevista     Open Access  
Ars Longa : Cuadernos de arte     Open Access  
AURUM : Mühendislik Sistemleri ve Mimarlık Dergisi = Aurum Journal of Engineering Systems and Architecture     Open Access   (Followers: 1)
Australian Journal of Civil Engineering     Hybrid Journal   (Followers: 5)
Australian Planner     Hybrid Journal   (Followers: 2)
Bauregelliste A, Bauregelliste B Und Liste C     Hybrid Journal  
Boletín Académico. Revista de investigación y arquitectura contemporánea     Open Access   (Followers: 1)
Buildings & Landscapes: Journal of the Vernacular Architecture Forum     Full-text available via subscription   (Followers: 15)
BUILT : International Journal of Building, Urban, Interior and Landscape Technology     Open Access   (Followers: 3)
Bulletin KNOB     Open Access   (Followers: 3)
Bulletin of Pridniprovsk State Academy of Civil Engineering and Architecture     Open Access   (Followers: 5)
Cities & Health     Hybrid Journal   (Followers: 5)
Cities in the 21st Century     Open Access   (Followers: 19)
City, Territory and Architecture     Open Access   (Followers: 16)
Civil Engineering and Architecture     Open Access   (Followers: 34)
CLARA : Classical Art and Archaeology     Open Access   (Followers: 7)
Construction Robotics     Hybrid Journal   (Followers: 5)
Construindo     Open Access  
Continuité     Full-text available via subscription  
Dams and Reservoirs     Hybrid Journal   (Followers: 4)
DEARQ - Revista de Arquitectura / Journal of Architecture     Open Access   (Followers: 4)
Der Architekt     Full-text available via subscription   (Followers: 1)
Dibt Mitteilungen (Formerly-Mitteilungen Deut Inst Fuer Bautechnik)     Hybrid Journal   (Followers: 2)
disP - The Planning Review     Hybrid Journal   (Followers: 1)
EGA Expresión Gráfica Arquitectónica     Open Access  
Eikonocity. Storia e Iconografia delle Città e dei Siti Europei - History and Iconography of European Cities and Sites     Open Access  
EN BLANCO : Revista de Arquitectura     Full-text available via subscription  
Engineering, Construction and Architectural Management     Hybrid Journal   (Followers: 14)
Enquiry / The ARCC Journal of Architectural Research     Open Access   (Followers: 5)
Environment and Planning B : Urban Analytics and City Science     Full-text available via subscription   (Followers: 42)
Environmental Science and Sustainable Development : International Journal Of Environmental Science & Sustainable Development     Open Access   (Followers: 14)
Environnement Urbain / Urban Environment     Open Access   (Followers: 14)
Épités - Épitészettudomány     Full-text available via subscription   (Followers: 1)
Estructuras     Open Access  
Estudios del Hábitat     Open Access   (Followers: 1)
Eurasian Journal of Civil Engineering and Architecture     Open Access   (Followers: 2)
European Planning Studies     Hybrid Journal   (Followers: 28)
Fabrications: The Journal of the Society of Architectural Historians, Australia and New Zealand     Hybrid Journal   (Followers: 2)
Firenze Architettura     Open Access  
Footprint : Delft Architecture Theory Journal     Open Access   (Followers: 4)
FORMakademisk - forskningstidsskrift for design og designdidaktikk     Open Access   (Followers: 2)
Forum Journal     Full-text available via subscription   (Followers: 1)
Frontiers in Sustainable Cities     Open Access   (Followers: 2)
Frontiers of Architectural Research     Open Access   (Followers: 6)
Gazi University Journal of Science Part B : Art, Humanities, Design and Planning     Open Access   (Followers: 2)
HBRC Journal     Open Access  
Home Cultures     Full-text available via subscription   (Followers: 7)
Housing and Society     Hybrid Journal   (Followers: 5)
In Situ. Revue des patrimoines     Open Access   (Followers: 1)
Informes de la Construcción     Open Access  
Interiors : Design, Architecture and Culture     Hybrid Journal   (Followers: 23)
International Journal of Architectural Computing     Full-text available via subscription   (Followers: 6)
International Journal of Architecture and Infrastructure Planning     Full-text available via subscription  
International Journal of Built Environment and Sustainability     Open Access   (Followers: 3)
International Journal of Human Capital in Urban Management     Open Access   (Followers: 5)
International Journal of Landscape Planning and Architecture     Full-text available via subscription   (Followers: 3)
International Journal of Protective Structures     Hybrid Journal   (Followers: 6)
International Journal of Student Project Reporting     Hybrid Journal   (Followers: 7)
International Journal of the Built Environment and Asset Management     Hybrid Journal   (Followers: 5)
Japan Architectural Review     Open Access   (Followers: 1)
Joelho : Journal of Architectural Culture     Open Access   (Followers: 2)
Journal of Architectural / Planning Research and Studies     Open Access   (Followers: 1)
Journal of Architectural and Engineering Research     Open Access   (Followers: 4)
Journal of Architectural Conservation     Hybrid Journal   (Followers: 6)
Journal of Architectural Education     Hybrid Journal   (Followers: 12)
Journal of Architecture and Urbanism     Open Access   (Followers: 22)
Journal of architecture&ENVIRONMENT     Open Access   (Followers: 8)
Journal of Architecture, Art & Humanistic Science     Open Access   (Followers: 13)
Journal of Architecture, Design and Construction     Open Access   (Followers: 1)
Journal of Architecture, Planning and Construction Management     Open Access   (Followers: 12)
Journal of Asian Architecture and Building Engineering     Open Access  
Journal of Building Performance Simulation     Hybrid Journal   (Followers: 6)
Journal of Delta Urbanism     Open Access   (Followers: 3)
Journal of Landscape Architecture     Hybrid Journal   (Followers: 20)
Journal of Medieval Latin     Full-text available via subscription   (Followers: 16)
Journal of Persianate Studies     Hybrid Journal   (Followers: 1)
Journal of Sustainable Architecture and Civil Engineering     Open Access   (Followers: 4)
Journal of the Society for the Study of Architecture in Canada / Le Journal de la Société pour l'étude de l'architecture au Canada     Open Access  
Jurnal Arsitektur KOMPOSISI     Open Access  
Landscape Architecture Frontiers     Partially Free   (Followers: 6)
Landscapes     Hybrid Journal   (Followers: 21)
Les Cahiers de la recherche architecturale urbaine et paysagère     Open Access  
Limaq     Open Access  
Liño     Open Access  
Livraisons d’Histoire de l’Architecture     Open Access   (Followers: 3)
Loggia, Arquitectura & Restauración     Open Access  
MediaTropes     Open Access   (Followers: 3)
Modernism/modernity     Full-text available via subscription   (Followers: 48)
Módulo Arquitectura - CUC     Open Access  
Mokslas – Lietuvos ateitis / Science – Future of Lithuania     Open Access  
Montreal Architectural Review     Open Access  
Nature : National Academic Journal of Architecture     Open Access   (Followers: 2)
Nepalese Culture     Open Access   (Followers: 7)
Oculum Ensaios     Open Access  
On the w@terfront. Public Art. Urban Design. Civic Participation. Urban Regeneration     Open Access   (Followers: 1)
Opus Incertum     Open Access  
Oz : the Journal of the College of Architecture, Planning &Design at Kansas State University     Open Access   (Followers: 2)
Palimpsesto     Open Access   (Followers: 2)
Patrimoines du Sud     Open Access  
Places Journal     Open Access   (Followers: 9)
Polis     Open Access  
Proceedings of the Institution of Civil Engineers - Urban Design and Planning     Hybrid Journal   (Followers: 11)
project baikal : Journal of architecture, design and urbanism     Open Access   (Followers: 2)
Ra : Revista de Arquitectura     Full-text available via subscription  
Re. Revista de Edificación     Open Access  
Revista Amazônia Moderna     Open Access  
Revista de Arquitectura     Open Access   (Followers: 1)
Revista de Arquitectura     Open Access  
Revista de Arquitectura e Ingenieria     Open Access   (Followers: 1)
Revista de Investigación     Open Access  
Revista de Urbanismo     Open Access   (Followers: 2)
Revista INVI     Open Access  
RevistArquis     Open Access  
Ri-Vista : Ricerche per la progettazione del paesaggio     Open Access  
Riset Arsitektur     Open Access  
Room One Thousand     Open Access  
Sens public     Open Access  
Sinektika : Jurnal Arsitektur     Open Access  
Smart Cities     Open Access   (Followers: 3)
South East European Journal of Architecture and Design     Open Access   (Followers: 4)
Spool     Open Access   (Followers: 1)
Study of Civil Engineering and Architecture     Open Access   (Followers: 8)
Sustainable Cities and Society     Hybrid Journal   (Followers: 23)
Tafter Journal     Open Access   (Followers: 1)
TECHNE - Journal of Technology for Architecture and Environment     Open Access   (Followers: 11)
Technical Report Civil and Architectural Engineering     Open Access   (Followers: 3)
Technology|Architecture + Design     Hybrid Journal  
The Journal of Architecture     Hybrid Journal   (Followers: 18)
The Journal of Integrated Security and Safety Science (JISSS)     Open Access   (Followers: 3)
Town and Regional Planning     Open Access   (Followers: 10)
UOU Scientific Journal     Open Access   (Followers: 6)
URBAN DESIGN International     Hybrid Journal   (Followers: 13)
Urban Research & Practice     Hybrid Journal   (Followers: 22)
Vernacular Architecture     Hybrid Journal   (Followers: 8)
VITRUVIO : International Journal of Architectural Technology and Sustainability     Open Access  
Vivienda y Ciudad     Open Access  
VLC arquitectura. Research Journal     Open Access  
Winterthur Portfolio     Full-text available via subscription   (Followers: 5)
ZARCH : Journal of Interdisciplinary Studies in Architecture and Urbanism     Open Access  

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