某超限高层结构分析与设计
发布时间：2018-09-04 05:47
【摘要】：以上海市某超限高层为例,详细阐述了超限高层的计算分析与设计。该超限高层具有扭转不规则、楼板不连续及平面尺寸突变等超限情况。介绍了该楼的基础设计、抗震超限情况、相应的抗震措施,弹性分析、弹性时程分析、楼板应力分析、中震分析和大震防倒塌分析等计算表明,结构满足规范要求。
[Abstract]:The calculation, analysis and design of an overrun high-rise in Shanghai are described in detail. There are torsional irregularity, floor discontinuity and plane size change. This paper introduces the foundation design of the building, the situation of earthquake resistance exceeding limit, the corresponding seismic measures, elastic analysis, elastic time history analysis, floor stress analysis, moderate earthquake analysis and earthquake collapse prevention analysis, etc. It shows that the structure meets the requirements of the code.
【作者单位】： 同济大学建筑设计研究院有限公司;
【分类号】：TU973.31
，
本文编号：2221193
[Abstract]:The calculation, analysis and design of an overrun high-rise in Shanghai are described in detail. There are torsional irregularity, floor discontinuity and plane size change. This paper introduces the foundation design of the building, the situation of earthquake resistance exceeding limit, the corresponding seismic measures, elastic analysis, elastic time history analysis, floor stress analysis, moderate earthquake analysis and earthquake collapse prevention analysis, etc. It shows that the structure meets the requirements of the code.
【作者单位】： 同济大学建筑设计研究院有限公司;
【分类号】：TU973.31
，
本文编号：2221193
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