摘要
详细介绍了内蒙古某超限高耸建筑的结构设计,针对结构超限,在结构布置、计算分析上作出了处理,实践证明:处理后的结构具有较好的抗震性能,有关指标满足规范要求,为类似工程提供了参考。
The paper mainly introduces the structural design of some ultra-high-rise building in Inner Mongolia, undertakes the treatment in the structural allocation and calculation analysis for the structure ultralimit, and proves by the practice that the structure after the treatment has better anti-seismic performance and meets the demands for the regulation of relative indexes.
出处
《山西建筑》
2014年第11期58-59,共2页
Shanxi Architecture
关键词
超限高层
结构设计
屈曲约束支撑
ultra-high-rise, structural design, buckling restrained brace