摘要
介绍了某超限高层建筑结构工程概况,对议事中心结构超限进行了分析,提出了结构设计与抗震构造措施,并进行了结构计算与分析,具有一定的参考价值。
It introduces general condition of one high-rise overrun building, analyzes structure overrun of conference center, and puts forward measures for structural design and anti-quake, structural calculation and analysis are done, which has some reference value.
出处
《山西建筑》
2006年第12期38-39,共2页
Shanxi Architecture
关键词
超限高层建筑
抗震设计
建筑结构
抗扭刚度
high-rise overrun building, anti-quake design, architectural structure, torsion rigidity
