Results 121 to 130 of about 656 (183)

Influence of Confining Element Stiffness on the In-Plane Seismic Performance of Confined Masonry Walls. [PDF]

Materials (Basel)
Ajmal MM, Qazi AU, Ahmed A, Mughal UA, Kazmi SMS, Munir MJ.   +5 more
europepmc   +1 more source

Adaptive Smart Materials in Architecture: Enhancing Durability and Sustainability in Modern Construction. [PDF]

ACS Omega
Kallayil A, Patadiya J, Kandasubramanian B, Adamtsevich A, Kchaou M, Aldawood FK.   +5 more
europepmc   +1 more source

Optimization and performance of expanded polystyrene concrete for sustainable infill wall construction using response surface methodology. [PDF]

Sci Rep
Ahmed MI, Zafar A, Alturki R, Khan MI.
europepmc   +1 more source

Real-Time Spatiotemporal Seismic Fragility Assessment of Structures Based on Site-Specific Seismic Response and Sensor-Integrated Modeling. [PDF]

Sensors (Basel)
Kim HS, Chung TK, Kim M.
europepmc   +1 more source

Realizing the Creep and Damage Effect on Masonry Panel Design Based on Reliability Analysis. [PDF]

Materials (Basel)
Kim JJ.
europepmc   +1 more source

New Advances in Strengthening of Structural Timber. [PDF]

Materials (Basel)
Kossakowski PG.
europepmc   +1 more source

Assessment of building damage from the 2020 Sivrice earthquake using a satellite based rapid seismic screening method. [PDF]

Sci Rep
Gedik Y, Özcan O, Özmen M, Özcan O, Akay SS.   +4 more
europepmc   +1 more source

Recycled Aggregates Influence on the Mechanical Properties of Cement Lime-Based Mortars Part II. [PDF]

Materials (Basel)
Letiu IS, Saitis C, Manea DL, Aciu C, Moldovan M, Cuc S, Petean I.   +6 more
europepmc   +1 more source

Experimental Evaluation of Compressive Properties of Early-Age Mortar and Concrete Hollow-Block Masonry Prisms within Construction Stages. [PDF]

Materials (Basel)
Abasi A, Banting B, Sadhu A.
europepmc   +1 more source

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Bidirectional behavior of unreinforced masonry walls

Earthquake Engineering and Structural Dynamics, 2014
SUMMARYMost of the studies related to the modeling of masonry structures have by far investigated either the in‐plane (IP) or the out‐of‐plane (OP) behavior of walls. However, seismic loads mostly impose simultaneous IP and OP demands on load‐bearing or shear masonry walls.
Kiarash Dolatshahi, Amjad Aref, Mohammad Yekrangnia   +2 more
exaly   +2 more sources