摘要
以一高层连体结构为例,采用不同计算模型的有限元计算分析程序,对该结构进行详细的弹性及弹塑性计算分析。根据分析结果,就抗震薄弱部位提出了相应的概念设计原则及处理措施。
By using the different calculation models of SATWE and ETABS of finite element, the elastic and plastic properties of the high-rise connected structure are analyzed and calculated in details. Based on the results, some handling measures and principles of design to the aseismic weakness of the structures are pur forward, which provide references for its engineering application.
出处
《工程抗震与加固改造》
2006年第3期56-60,共5页
Earthquake Resistant Engineering and Retrofitting
关键词
连体结构
空间钢桁架
弹性分析
弹塑性分析
high-rise connected structure
space truss
elastic analysis
plastic analysis
