Effect of the Panel Width Support and Columns Axial Load on the Infill Masonry Walls Out-Of-Plane Behavior

被引：37
|
作者：
Furtado, Andre [1 ]
Rodrigues, Hugo [2 ]
Arede, Antonio [1 ]
Varum, Humberto [1 ]
机构：
[1] Univ Porto, Fac Engn FEUP, CONSTRUCT LESE, Porto, Portugal
[2] Polytech Inst Leiria, Sch Technol & Management, RISCO, Leiria, Portugal
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2020年 / 24卷 / 04期
关键词：
Infill Masonry Walls; Out-Of-Plane Behavior; Hysteretic Behavior; Cracking Pattern; Stiffness Degradation; Energy Dissipation; REINFORCED-CONCRETE FRAME; SEISMIC RESPONSE; TABLE TESTS; 2011; LORCA; PERFORMANCE; BUILDINGS;
D O I：
10.1080/13632469.2018.1453400
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The aim of this research is to contribute to increase the understanding regarding the infill panels' OOP behavior and evaluate the influence of different variables in the panel' performance, such as: gravity load and panel support condition. For these experimental tests were carried composed by two full-scale infill panels subjected to uniform OOP pressure applied by airbags, subjected to gravity load applied in the top of the frame 'columns and the other one was built partially supported in the bottom beam. The second goal of this work was to perform a comparative study between these two specimens with other three tests already tested.
引用
收藏
页码：653 / 681
页数：29
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