| 李跃,林宝新,陈明.某带错层高层剪力墙结构的抗震性能分析[J].安徽建筑大学学报,2015,23(): |
| 某带错层高层剪力墙结构的抗震性能分析 |
| Seismic performance Analysis of a High-rise shearwall structurewith staggered floors |
| 投稿时间：2015-01-17 修订日期：2015-03-19 |
| DOI： |
| 中文关键词: 剪力墙结构,错层,刚度,弹塑性分析 |
| 英文关键词: shearwall structure staggered floor stiffness elastic-plastic analysis |
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| 中文摘要: |
| 以某带错层的高层剪力墙结构为例,对错层特点进行了论述,通过对该结构在多遇地震下的弹性计算和罕遇地震下的弹塑性分析,检验其抗震性能。结果表明,结构整体具有较好的承载和变形能力,能够达到期望的性能指标,供类似工程设计参考。 |
| 英文摘要: |
| A high-rise shearwall structure with staggered floors of Hefei was taken for example to test its seismic performance by elastic calculation under frequently occurred earthquake action and elastic-plastic analysis under rare earthquake, The results shows that the high-rise shearwall structure with staggered floors have good bearing and deformation capacityto achieve desired performance goals. this paper provides a reference for similar projects. |
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