配筋砌体墙片轴心受压及小偏心受压的试验研究  

Test Study for Reinforced Concrete Masonry Walls under Axial and Eccentric Compression

作　　者：刘洪[1] 孙恒军[1] 程才渊[1] 吴明舜[1] 

机构地区：[1]同济大学,上海200092

出　　处：《结构工程师》2003年第3期71-75,70,共6页Structural Engineers

摘　　要：本文通过对3组共9片混凝土空心小砌块配筋砌体墙片的试验研究,分析了在轴心及偏心荷载作用下墙片的破坏形态和受力性能,并把试验结果与新版的《砌体结构设计规范》中提出的设计公式进行了比较。3 group(9 pieces) of reinforced concrete masonry walls were tested under the axial and the eccentric compression. The mechanical behavior and the damage modes of walls were analysed. The test results were compained with the theoretical results recommended by the new published Chinese Code for Design of Masonry Structures.

关 键 词：配筋 墙片 轴心受压 偏心受压 试验 砌体结构 偏心荷载 

分 类 号：TU364[建筑科学—结构工程]