尚文红，  钟玉柏，  马臣杰，  张良平，  王卫忠
    （深圳华森建筑与工程设计顾问有限公司，深圳 518054）

[摘要] 位于深圳的某大底盘多塔楼结构，通过设置一道伸缩缝分割之后的大底盘仍然长255m,宽173m，需要进行在地震以及温度、混凝土收缩徐变等作用下的应力分析，以论证可行性。
[关键词] 大底盘多塔楼；温度；收缩徐变
中图分类号：TU241.8  文献标识码：A  文章编号：1002-848X(2011) Sl-0483-05

Analysis of a multi-tower with large podium
    Shang Wenhong, Zhong Yubai, Ma Chenjie, Zhang Liangping, Wang Weizhong
    ( Huasen Arclutecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: For a structure which is multi-tower with large podium, the podium is divided by a expansion joint to two parts. The larger part of the podium is 255m length and 173m width. So the stresses due to seismic, temperature, concrete shrinkage and cree Pare needed to consider.
Keywords: multi-tower with large podium; temperature; shrinkage and creep