再生资源交易所项目超高层结构设计
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邱焕龙，张绍亮，尚春雨，秦明乐，谢雷(大连都市发展设计有限公司， 大连 116011)［摘要］以再生资源交易所项目为例，从结构体系、前期分析、计算分析、超限专家修改意见4个方面详细介绍超高层结构设计的实施过程和设计依据。本项目为主体41层、高185.8m的公建式公寓，结构形式为矩形钢管混凝土框架钢筋混凝土核心筒结构。以超限情况介绍为出发点，进行结构体系的分析，拟定合理的抗震性能设计目标，采用了两种计算软件分别在小震、中震及大震情况下，进行了结构整体计算分析。通过弹塑性时程分析找出薄弱部位，并在施工图设计时对薄弱部位进行有针对性的加强，以达到结构的抗震设防目标。研究结果表明，对复杂高层的结构设计，应采用基于性能化的抗震设计方法进行弹性及弹塑性分析，达到预期的性能目标。并根据超限审查意见对中震及大震计算进行部分调整，指导施工图设计。［关键词］超高层建筑; 性能目标; 抗震计算; 弹性时程分析; 静力弹塑性时程分析中图分类号：TU398，TU318.2 文献标识码：A 文章编号：1002-848X(2013)18-0034-05Structural design of super tall building of Renewable Resources Exchange ProjectQiu Huanlong, Zhang Shaoliang, Shang Chunyu, Qin Mingle, Xie lei(Dalian Urban Development Design Co., Ltd., Dalian 116011, China)Abstract: Illustrated by the case of Renewable Resources Exchange Project, structural design method of super tall building was introduced in four ways of structure system analysis, preliminary analysis, calculation analysis and out-of-code amendments of experts. Renewable Resources Exchange Project with 185.80m tall and 41 floors adopts concrete filled rectangular steel frame-core wall structure system. The structure system was analyzed after out-of-code cases were introduced. Reasonable seismic performance objectives were developed, and overall structure analysis was carried out using two different softwares under frequent earthquake, moderate earthquake and rare earthquake cases respectively. Weak floors and parts were discovered in elastic-plastic time-history analysis, and strengthened in construction drawing design phrase to achieve the seismic precautionary objectives. Results show that structural design for complex high-rise structure should be based on performance-based seismic design method using elastic and elastic-plastic analysis, in order to achieve desired performance objectives. Calculation under moderate earthquake and rare earthquake cases should be adjusted according to the out-of-code amendments of experts, so as to direct the construction drawing design.Keywords: super tall building; performance objective; seismic calculation; elastic time-history analysis; static elastic-plastic time-history analysis作者简介：邱焕龙，学士，一级注册结构工程师，Email:job575@126.com。参考文献［1］JGJ 3—2010高层建筑混凝土结构技术规程［S］.北京：中国建筑工业出版社，2011.［2］GB 50011—2010建筑抗震设计规范［S］.北京：中国建筑工业出版社，2010.［3］JGJ 99—98高层民用建筑钢结构技术规程［S］.北京：中国建筑工业出版社，1998.［4］窦南华，吴一红.中国供销集团再生资源交易所项目初步设计抗震设防专项审查意见［R］. 2012.
