J Shanghai Jiaotong Univ Sci ›› 2024, Vol. 29 ›› Issue (5): 889-899.doi: 10.1007/s12204-022-2404-y
BAYOUMI EL-Said Abd-Allah1,2∗, MAHMOUD Mahmoud Hassan3, ARIF Mohammed1,4
收稿日期:
2020-08-24
接受日期:
2020-11-17
出版日期:
2024-09-28
发布日期:
2024-09-28
BAYOUMI EL-Said Abd-Allah1,2∗ , MAHMOUD Mahmoud Hassan3 , ARIF Mohammed 1,4
Received:
2020-08-24
Accepted:
2020-11-17
Online:
2024-09-28
Published:
2024-09-28
摘要: 对墙上、墙下由钢筋混凝土梁格支撑的交叉连接砖砌体填充墙板的受弯性能进行了试验研究。实验方案由6个墙面系统组成。研究了下梁相对于墙的刚度变化和主墙的几何形状的影响。从测试结果来看,下梁格栅深度的增加减小了挠度,导致墙体承载能力的增加;主墙的刚度对横墙的挠度和破坏荷载也有影响。
中图分类号:
BAYOUMI EL-Said Abd-Allah1, 2∗, MAHMOUD Mahmoud Hassan3, ARIF Mohammed1, 4. 钢筋混凝土梁格支撑的交叉连接砖砌体填充墙板的受弯性能[J]. J Shanghai Jiaotong Univ Sci, 2024, 29(5): 889-899.
BAYOUMI EL-Said Abd-Allah1, 2∗ , MAHMOUD Mahmoud Hassan3 , ARIF Mohammed 1, 4. Flexural Behavior of Cross-Connected Brick Masonry Infill Wall Panels Supported on Reinforced Concrete Beam Grids[J]. J Shanghai Jiaotong Univ Sci, 2024, 29(5): 889-899.
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