| 超高层高位转换框支剪力墙结构抗震设计 |
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| 引用本文： | 郑硕锋. 超高层高位转换框支剪力墙结构抗震设计[J]. 山西建筑, 2010, 36(21): 75-75,107 |
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| 作者姓名： | 郑硕锋 |
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| 作者单位： | 广州市住宅建筑设计院有限公司,广东,广州,510000 |
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| 摘 要： | 结合工程实例,介绍了超高层高位转换框支剪力墙结构体系,阐述了该类超限工程的性能设计、抗震措施等设计流程,对同类工程结构抗震设计具有一定的指导意义。
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| 关 键 词： | 超高层 高位转换 框支剪力墙 抗震性能设计 |
On seismic design for frame-supported shearing wall structure of super high-rise high transfer floor |
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| ZHENG Shuo-feng. On seismic design for frame-supported shearing wall structure of super high-rise high transfer floor[J]. Shanxi Architecture, 2010, 36(21): 75-75,107 |
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| Authors: | ZHENG Shuo-feng |
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| Affiliation: | ZHENG Shuo-feng |
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| Abstract: | By combining with project examples,the paper introduces system of the frame-supported shearing wall structure of super high-rise high transfer floor,illustrates the design process including the performance design and seismic measures of the transfinite projects,so as to have the direction for similar engineering structures＇ seismic design. |
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| Keywords: | super high-rise high transfer floor frame-supported shearing wall seismic performance design |
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