节点文献

输入地震动对砂垫层隔震的影响

The Study of Seism Response of Sand Cushion at Input Different Peak Value

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 刘晓立史书阁宋义敏窦远明刘稚媛

【Author】 LIU Xiao-li~1 SHI Shu-ge~1 SONG Yi-min~1 DOU Yuan-ming~2 LIU Zhi-yuan~2(1.Department of Civil Engineering,North China Institute Austronatic Engineering,Langfang 065000,China;2.School of Civil Engineering and Architecture, Hebei University of Technology,Tianjin 300132,China)

【机构】 华北航天工业学院建筑工程系河北工业大学土建学院河北工业大学土建学院 河北 廊坊065000河北 廊坊065000天津300132天津300132

【摘要】 在地基与基础之间设置砂垫层来达到隔震和减震的目的,是建筑物隔震、减震技术研究的新领域。对地震波波形、地震波谱特性、人工波三种情况分别进行了研究,得到相应的反应谱;砂垫层剪切波速、砂垫层厚度与最大加速度的关系曲线;砂垫层刚度不同时、砂垫层厚度不同时的加速度反应谱,以期完善该理论。

【Abstract】 Earthquakes occur in China frequently, and many are in the countryside or towns. Now there are many brick-and-concrete composite constructions or brick-and-timber constructions in the countryside and the towns, and they will still be major styles in future. So, it is necessary for these buildings to study seismic response. Sand cushion between foundation and soil can reduce the calamities caused by earthquakes. Sand cushion at input different peak value results different seismic response. The calculations of sand cushion can prove it.

【关键词】 砂垫层输入波反应谱加速度比
【Key words】 sand cushioninput waveresponse spectrumacceleration ratio
  • 【文献出处】 华北航天工业学院学报 ,Journal of North China Institute of Astronautic Engineer , 编辑部邮箱 ,2004年03期
  • 【分类号】TU435
  • 【被引频次】19
  • 【下载频次】195
节点文献中: