| 某框支转换高层结构设计以及启示 |
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| 引用本文： | 杨奕芬.某框支转换高层结构设计以及启示[J].土木建筑工程信息技术,2014,6(2):75-79. |
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| 作者姓名： | 杨奕芬 |
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| 作者单位： | 上海天华建筑设计有限公司，上海 200235 |
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| 摘 要： | 瑞虹新城9号地块的T11-12号楼为部分框支剪力墙结构，通过性能化设计，结构实现了良好的承载力和延性。对在静力弹塑性分析中发现的问题，采取了加强转换层上部墙肢延性的设计手段作为解决措施；同时也给工程师带来启示:构件设计必须服从于整体结构的屈服机制和性能目标，在承载力和延性上做出合理的平衡。
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| 关 键 词： | 性能化设计 屈服机制 框支剪力墙结构 YJK |
Structural Design and Revelation of a Frame-supported Shearwall Building |
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| Yang Yifen.Structural Design and Revelation of a Frame-supported Shearwall Building[J].Journal of Information Technology in Civil Engineering and Architecture,2014,6(2):75-79. |
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| Authors: | Yang Yifen |
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| Affiliation: | Yang Yifen;(Tianhua Architecture planning ＆ Engineering Ltd.;) |
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| Abstract: | In this paper,the structure innerforce adjustment was divided into three categories which included the whole structure adjustment, local structure adjustment and component adjustment. The author introduced the ad- justment method in main Chinese Code one by one and the realization methods by the SATWE software. |
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| Keywords: | Innerforce Adjustment Whole Structure Adjustment Partial Structure Adjustment ComponentAdjustment SATWE |
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