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梁柱-板柱组合结构(住宅)体系模型振动台试验研究

Earthquake simulation test for new residence system of frame supported flat plate composite structure

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【作者】 许巍梁书亭蒋永生陈德文

【Author】 XU Wei~1, LIANG Shu-ting~1, JIANG Yong-sheng~1,CHEN De-wen~2 on,Southeast University, Nanjing 210096,China; 2. Nanjing Municipal Design & Research Institute of Civil Architecture,Southeast University,Nanjing 210004,China)

【机构】 东南大学混凝土与预应力混凝土结构教育部重点实验室南京民用建筑设计研究院 江苏南京210096江苏南京210004

【摘要】 梁柱-板柱组合结构(住宅)体系由上部大开间板柱结构和底部框架结构构成,是一种可持续发展的新型结构形式。通过两个12层1∶15模型的振动台对比试验,探讨其动力特性、地震反应和破坏情况。试验表明,该体系的抗震性能介于框架结构和板柱结构之间。总层数在12层以下时,不设剪力墙的该体系在7度区基本上满足规范要求,合理设置剪力墙后可用于8度区。

【Abstract】 The new residence system of frame supported flat plate composite structure is composed of upper flat plate with large span and the bottom frame,which abides by the strategy of continuing development.Two 1/15 scale models were constructed and tested on the vibrating table with several earthquake inputs.The dynamic property,seismic responses and destroying position are studied.Research shows that the seismic behavior of the FSFP composite structure is between the pure frame structure and the pure flat plate structure.It can be used in seismic zones of 7 degree intensity without R.C. shear wall and can be used in seismic zones of 8 degree intensity with correctly settling R.C. shear wall for the buildings not more than 12 stories.

【基金】 国家自然科学基金资助项目(5987013)
  • 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2003年04期
  • 【分类号】TU398.1
  • 【被引频次】5
  • 【下载频次】168
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