摘要
结合工程设计实例和相关规范,论述了结构抗震性能目标、连梁超限措施、结构优化方案、弹性反应谱分析以及弹性和弹塑性动力时程分析等内容,最后,通过对结构的计算分析表明,结构基本能达到预期的抗震性能目标。
Combining the practical project and relevant codes, the performance objectives, excessive reinforcement of coupling beam, structural optimization plan, elastic response spectrum analysis, elastic and elastic-plastic dynamic time-history analysis are discussed in this paper. In the end, according to the analytical results, the expected seismic performance objectives are basically reached.
出处
《山西建筑》
2014年第16期48-50,共3页
Shanxi Architecture
关键词
框架核心筒
抗震性能目标
时程分析
frame-core wall, seismic performance objective, time-history analysis
