摘要
对某大跨度斜交高层连体结构进行倒三角形侧向力作用下的静力弹塑性分析,对该结构在罕遇地震下的安全性进行评估,找出结构的薄弱部位并采取加强措施。
This paper introduces the basic principles of the elasto-plastic analysis method,analyses a large-span and skew connecting structure under inverted triangle lateral force with static elasto-plastic analysis,assesses the safety of this structure under severe earthquake,finds out the weak parts of the structure and to take measures to strengthen.
出处
《广东土木与建筑》
2010年第7期9-10,8,共3页
Guangdong Architecture Civil Engineering
关键词
连体结构
高层结构
静力弹塑性分析
推覆分析
connecting structure
tall building
static elasto-plastic analysis
pushover analysis
