摘要
一端设置山墙的多层框架厂房在地震作用下将出现扭转振动,不考虑这种影响对结构设计来说是偏于不安全的。本文用空间计算模型分析了框架结构的地震反应,并与平面结构计算结果进行了比较。所得到的结果对工程设计有实用价值。
Under earthquake loading twist vibration will occour in the multi-storey frame industrial building with
one gable wall. Structural design without considering the phenomenon will be unsafe. Based on a space
computating model, the seismic response of the frame structure is analyzed and results are compared with
ones of plane structure in this paper. Conclusion is valuable for engineering design.
出处
《工业建筑》
CSCD
北大核心
1993年第8期7-11,15,共6页
Industrial Construction
