地铁上盖带转换层框架结构动力弹塑性时程分析
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（1 深圳地铁集团有限公司物业开发分公司，深圳 518026；2 中国建筑科学研究院建筑结构研究所， 北京 100013；3 北京中外建建筑设计有限公司深圳分公司，深圳 518026）［摘要］开发地铁上部空间是提高城市土地利用率的一个有效途径。在工程实践中，这类建筑通常会用到带转换层的框架结构，该种结构存在竖向体型收进或设置多塔、塔楼偏置、转换层等设计难点。采用动力弹塑性时程分析方法，通过分析某地铁车辆段上盖带转换层框架结构在不同强度地震动输入下的非线性动力响应、转换层关键构件内力分布，研究了这种结构的抗震性能，并对类似结构提出了设计建议。［关键词］地铁; 转换层; 框架结构; 地震反应中图分类号：TU375 文献标识码：A 文章编号：1002-848X(2014)05-0066-05Dynamic elastic-plastic time-history analysis on frame structure with transfer storey above the subwayZhu Chunming1, Cheng Xiaoyan2, Chen Yan3, Xu Ziguo2, Chu Dewen2(1 Shenzhen Metro Group Co., Ltd., Property Development Branch, Shenzhen 518026, China; 2 Institute of Building Research of China Academy of Building Research, Beijing 100013, China; 3 Beijing Chinese and Foreign Building Architectural Design Co., Ltd., Shenzhen Branch, Shenzhen 518026, China)Abstract: Development of the upper space above the subway is an effective means to improve the utilization efficiency of the urban land. In many practical engineering examples, the frame structure with transfer storey is widely used. There are some difficulties in design of this structure, including vertical facade setback or multiple towers, the bias tower and the transfer storey. The seismic performance of this kind structure was studied with dynamic elastic-plastic time-history analysis method by analyzing the nonlinear dynamic responses under different ground motion inputs and the internal force distribution of key components of the transfer storey, which provides some suggestions on the design of similar structures.Keywords: subway; transfer storey; frame structure; seismic response作者简介：朱春明，本科，工程师，一级注册结构工程师，Email：zhuchunming.111@163.com。参考文献［1］中国建筑科学研究院建筑结构研究所. 深圳地铁前海车辆段上盖物业带转换层框架结构的抗震性能研究［R］. 北京：中国建筑科学研究院,2012.［2］GB 50010—2010 混凝土结构设计规范［S］. 北京：中国建筑工业出版社,2011.［3］ANIL K CHOPRA. Dynamics of structures: theory and applications to earthquake engineering ［M］. 3rd ed. London: Prentice Hall, 2009.
