| 益中花园1号楼超限高层结构设计 |
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| 引用本文： | 施金平,张晖.益中花园1号楼超限高层结构设计[J].结构工程师,2009,25(6):7-11. |
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| 作者姓名： | 施金平 张晖 |
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| 作者单位： | 北京东方华太建筑设计工程有限责任公司厦门分公司,厦门,361009 |
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| 摘 要： | 益中花园1号楼为一超高层住宅,地上50层,建筑高度177.85 m,采用全部落地剪力墙结构体系,超过B级最大适用高度18.5%.针对结构高度超限,采取了基于性能的抗震设计和比现行规范要求更为严格的抗震措施.采用SATWE,PMSAP,ETABS程序对结构进行多遇地震作用下的计算并对整体结构进行了弹性动力时程补充计算和罕遇地震作用下静力弹塑性分析.结果表明,工程抗震性能较好,结构体系安全可行.
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| 关 键 词： | 超限高层 剪力墙结构 基于性能的抗震设计 风振舒适度 |
Structural Design of A High-Rise Building Beyond Code Limits at Yizhong Garden |
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| SHI Jinping,ZHANG Hui.Structural Design of A High-Rise Building Beyond Code Limits at Yizhong Garden[J].Structural Engineers,2009,25(6):7-11. |
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| Authors: | SHI Jinping ZHANG Hui |
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| Affiliation: | SHI Jinping~* ZHANG Hui(Sino-sun Architects & Engineers Design Co.,Ltd.,Xiamen Department,Xiamen 361009,China) |
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| Abstract: | No. 1 building of Yizhong Garden is a high-rise residential building beyond the code limits with 50- story on the ground and 177.85 meters of total height. It is a shear wall structure without transfer remembers, which exceeds 18.5% of the B-level height. A performance-based seismic design and more stringent antiseismic measures than the current criterions were adopted based on structural height beyong limits. Based on the program of SATWE, PMSAP and ETABS procedure, the structure under the action of freque... |
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| Keywords: | high-rise building beyond the code limits shear wall structure performance-based seismic design wind vibration comfort |
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