摘要
南宁绿地中心8#楼为超限高层建筑,建筑总高度为218m,采用钢筋混凝土框架-核心筒结构。通过对结构在风荷载下的静力弹性分析、在地震作用下的静力弹性和弹塑性分析,论证了结构设计的合理可靠性。
The 8# Building of Nanning Greenland Center is an out-of-codes high-rise building,with the height of 218 m.Reinforced concrete frame-corewall structure was adopted. In order to verify the reliability of structural design,the static elastic analysis and the elastic-plastic analysis on wind and seismic action analysis were carried out.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期1-5,共5页
Building Structure
关键词
结构设计
超限高层
框架-核心筒结构
弹塑性分析
structural design
out-of-codes high-rise building
frame-corewall structure
elastic-plastic analysis
