Flexural Behavior of Cross-Connected Brick Masonry Infill Wall Panels Supported on Reinforced Concrete Beam Grids

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外文摘要：This paper presents an experimental investigation on the flexural behavior of cross-connected brick masonry infill wall panels supported on reinforced concrete beam grids above and below the walls.The experi-mental program was comprised of six wall systems.The effect of change in lower beam stiffness relative to the wall and the geometry of the main walls were investigated.From the results of the experimental tests,the increase in the depth of the lower beam grid reduces the deflection,resulting in an increase in the load carrying capacity of the wall.Further,the stiffness of the main walls affects the deflection and the failure load of the cross walls.

外文关键词：

brick masonry infill wallsreinforced concrete beam gridmain and cross wallsstiffnessdeflectioncrack patternfailure load

作者：

BAYOUMI EL-Said Abd-Allah、MAHMOUD Mahmoud Hassan、ARIF Mohammed

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作者单位：

Department of Civil Engineering,College of Engineering,Qassim University,Buraidah 51452,Saudi Arabia

Engineering Expert at Ministry of Justice,Cairo 11516,Egypt

Department of Civil Engineering,Faculty of Engineering,Al-Azhar University,Cairo 11651,Egypt

Department of Civil Engineering,Aligarh Muslim University,Aligarh 202002,India

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出版年：

2024

DOI：

10.1007/s12204-022-2404-y

上海交通大学学报(英文版)

上海交通大学

上海交通大学学报(英文版)

影响因子：0.151

ISSN：1007-1172

年,卷(期)：2024.29(5)