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超长超宽多塔结构的抗震分析与裂缝控制 被引量:2

Seismic analysis and crack control of the superlong and superwide structure with multi-tower-building
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摘要 文章简要介绍了超长超宽大底盘多塔商住楼的整体结构构思、分析与对策。通过基础方案选定、上部结构抗震分析及裂缝控制计算 ,论证了超长超宽工程无永久缝设计的可行性 ,并为推广 U This paper briefly introduces the overall design of a superlong and superwide structure with multi-tower-building which has enlarged base at the bottom.The foundation project is carefully chosen, the seismic analysis of the upper structure is carried out, and the calculation of crack-leak control is also made. Then the feasibility of jointless design of the structure is discussed, and the UEA shrinkage-compensating concrete construction technology is applied in the project. More than two years observation after completion has shown that the design is safe and reliable. The present work may be a reference to similar structure design and construction.
作者 董平 林宝新
出处 《合肥工业大学学报(自然科学版)》 CAS CSCD 2001年第1期106-111,共6页 Journal of Hefei University of Technology:Natural Science
关键词 商住楼 超长超宽结构 夯扩桩 大底盘 UEA 多塔结构 后浇加强带 superlong and superwide structure pile foundation enlarged base multi-tower UEA back-filled strengthening joints
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