土木建筑结构  

出　　处：《中国学术期刊文摘》2008年第10期260-267,共8页Chinese Science Abstracts(Chinese Edition)

摘　　要：万德花园二期超限高层结构设计与分析;高层剪力墙底部加强部位最小厚度取值的商榷;底部两层框架-抗震墙砖房底部侧向刚度的控制;Experimental study on seis-mic behavior of steel plate shear walls with vertical slits;Lateral stiff-ness control of the first to second story in masonry building with two stories frame and shear wall at the bottom;Discussion of minimum wall thickness in bottom strengthen position for tall shear wall structure;Structural design of a high-rise building beyond code limits

关 键 词：土木建筑结构 底部两层框架 抗震墙砖房 结构设计 超限高层 最小厚度 侧向刚度 抗震性能 

分 类 号：TU377[建筑科学—结构工程] TU398.501