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地震作用下相邻结构碰撞对结构性能影响研究

Research on effect of seismic induced pounding between adjacent buildings on structural behaviors

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【作者】 丁文胜陈振伟

【Author】 DING Wensheng1,CHEN Zhenwei2(1.Shanghai Institute of Technology,Shanghai 200235,China)(2.School of Naval Architecture and Ocean Eng.,Jiangsu University of Science and Technology,Zhenjiang Jiangsu 212003,China)

【机构】 上海应用技术学院江苏科技大学船舶与海洋工程学院 上海200235江苏镇江212003

【摘要】 在地震中,房屋结构间的碰撞是一种常见的震害,相邻结构高度相差较大时碰撞后果更为严重。采用简化的Hertz-damp碰撞模型,对两相邻8层和3层钢筋混凝土框架结构间的地震碰撞进行了数值模拟和参数研究.研究表明:碰撞对结构的位移、柱底剪力都产生了很大影响,并在楼层位置产生很大的碰撞力和加速度脉冲,间隙比和周期比是影响碰撞的两大重要因素.

【Abstract】 Seismic induced pounding between adjacent structures is the common damage during earthquake.It is even move serious when a great height difference exists between adjacent structures.A simplified Hertz-damp contact model is applied to simulate the seismic pounding between two adjacent 8-story and 3-story reinforced concrete structures,and the parameters are studied.Results show that the seismic induced pounding has great influence on the structural displacement and the shear force on the column bottom.A great pounding force and acceleration pulse can be caused.Results also show that the separation ratio and period ratio are two important facts that affect the pounding.

【关键词】 碰撞相邻建筑地震
【Key words】 pounding and impactadjacent buildingsearthquake
  • 【文献出处】 江苏科技大学学报(自然科学版) ,Journal of Jiangsu University of Science and Technology(Natural Science Edition) , 编辑部邮箱 ,2008年03期
  • 【分类号】TU311.3
  • 【被引频次】6
  • 【下载频次】186
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