| 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(2):23-29 |
| 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 shear wall structure |
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| DOI：10.11921/j.issn.2095-8382.20150205 |
| 中文关键词: 剪力墙结构 错层 侧向刚度 弹塑性分析 |
| 英文关键词: |
| 基金项目: |
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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，并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，供类似工程参考。 |
| 英文摘要: |
| A high-rise shear wall structure with staggered floor was taken for example to test its seismic performance by elastic calculation under frequent earthquake and elastic-plastic analysis under rare earthquake, The results show that the high-rise shear wall structure with staggered floor have good bearing and deformation capacity to achieve desired performance goals. The results will provide a reference for similar projects. |
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