底框结构设计中侧向刚度的计算问题  

Calculation of Lateral-stiffness of Bottom-layer Frame Structures

作　　者：田野[1] 穆元泉 高诺[1] 付丽[1] 

机构地区：[1]新大陆建筑设计有限公司,辽宁沈阳110003

出　　处：《工程抗震与加固改造》2005年第6期27-30,共4页Earthquake Resistant Engineering and Retrofitting

摘　　要：通过对某底层框架-抗震墙结构侧向刚度用两种计算方法进行电算和手算的结果对比,提出计算中发现的问题并分析产生计算误差的原因,最后提出改进建议,供设计人员在进行底层框架-抗震墙结构设计时参考。By comparing the results of computer-calculation with hand-calculation of lateral-stiffness in bottom-layer frame aseismic structure engineering, four calculation problems are presented and the reasons are analyzed. Some suggestions are put forward and it can be referred to the application in design.

关 键 词：底层框架-抗震墙 侧向刚度 计算方法 

分 类 号：TU352.1[建筑科学—结构工程]