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深圳市少年宫少年山结构模型地震模拟试验研究
Study for Seismic Simulation Experiment of Juvenile Hill Model of Shenzhen Juvenile Palace
【摘要】 本文介绍了深圳市少年宫少年山结构模型的地震模拟试验。对大跨度、大空间的梁上托柱转换层结构、梁上托墙的斜剪力墙结构、多种错层结构组合在一起 ,RC、SRC、Pre stressedRC等多种结构形式并存且体形较长的特殊的结构承重体系的模型设计及试验方案进行了探讨。通过振动台试验 ,确定了模型的自振频率 ,多种地震波输入下的结构加速度反应和位移反应 ,对结构的抗震性能进行了综合评定 ,为结构设计提供了参考数据。
【Abstract】 In this paper, the Simulated Earthquake Test of the Structure Model of Juvenile Hill of Shenzhen Juvenile Palace on a shaking table has been introduced, the model design and experiment method of the special structure which consist of transfer layer of column on beam, declined shear wall on beam of large span, large space and different staggered layers, RC, SRC, Pre stressed RC structural types has been studied. Nature frequency and earthquake response of the structure are determined through shaking table test. The earthquake resistant behavior of the structure has been appraised synthetically, which will be referenced for structure design.
【Key words】 model design; earthquake resistant behavior; shaking table test;
- 【文献出处】 华南建设学院西院学报 ,JOURNAL OF SOUTH CHINA CONSTRUCTION UNIVERSITY , 编辑部邮箱 ,2000年02期
- 【分类号】TU317.1
- 【下载频次】64