摘要
某连体建筑高度为47.3 m,采用框架-剪力墙结构体系,属于结构特别不规则的超限结构。采用YJK、ETABS两种软件对塔楼进行弹性分析,并采用YJK、SAUSAGE进行动力弹塑性时程分析,针对关键构件采取加强措施。结果表明,整体满足结构抗震安全性要求。
The conjoined building is 47.3 m high and adopts the frame-shear wall structure system,which belongs to the super-limit structure with particularly irregular structure.YJK and ETABS are used for elastic analysis of the tower,and YJK and SAUSAGE are used for dynamic elastic-plastic time history analysis,and strengthening measures are taken for key components.The results show that the overall structure meets the seismic safety requirements.
作者
林菲菲
林杰欣
LIN Feifei;LIN Jiexin(Guangdong Architectural Design&Research Institute Co.,Ltd.Guangzhou 510010,China)
出处
《广东土木与建筑》
2023年第6期42-45,共4页
Guangdong Architecture Civil Engineering
关键词
高层结构
连体结构
钢结构连体
型钢混凝土柱
super high-rise structure
conjoined structure
steel conjoined structure
steel reinforced concrete column
