节点文献
高层建筑结构抗震设计中鞭梢效应的分析
Analysis of whipping effect on seismic design of tall building
【摘要】 将钢筋混凝土结构离散为能模拟梁、柱、墙抗震性能的单元,采用串并联刚片系振动模型,体现空间各构件的协同工作,采用改进的Wilson-θ法。对鞭梢效应在高层建筑结构抗震中的影响作详细分析,做到合理利用鞭梢效应,从而可以解决高层建筑物中层间位移起决定性作用的问题,达到合理、经济的效果。
【Abstract】 On the assumption that spatial building structures may be idealized as the assemblage of planar substructures interconnected by infinitely rigid floors, a method is presented for 3-D nonlinear dynamic analysis on whipping effect in order to make rational and economic design,which can reduce the seismic influence on tall building structures.
【关键词】 高层建筑结构;
鞭梢效应;
动力时程分析;
【Key words】 tall building structure; whipping effect; dynamic time story analysis;
【Key words】 tall building structure; whipping effect; dynamic time story analysis;
- 【文献出处】 世界地震工程 ,World Information On Earthquake Engineering , 编辑部邮箱 ,2004年01期
- 【分类号】TU973.2
- 【被引频次】25
- 【下载频次】690