摘要
某超限高层建筑具有连体、扭转不规则等特点。通过确定结构整体和关键构件的抗震性能设计指标,并针对结构的不规则性采取合理的结构布置和有效的构造措施,同时对连接体楼板进行应力分析,对整体结构进行静力弹塑性分析,结果表明结构具有良好的抗震性能,结构体系安全可靠。
An irregular high-rise building is studied.The irregularities include high-position connection and torsion.The structure＇s overall and specific components＇ seismic performance objectives are determined.Reasonable structural layout and effective construction measures are employed.Stress analysis of the connecting slab and Pushover analysis are carried out.It is concluded that the structure has good seismic performance and the structural system is safe and reliable.
出处
《江苏建筑》
2017年第1期19-21,26,共4页
Jiangsu Construction
关键词
高层建筑
抗震
连体
静力弹塑性分析
high-rise building
anti-seismic
connecting structure
pushover analysis
