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Development of new floor system to enhance the seismic performance as well as dismantlement

开发新型楼板系统以增强抗震性能以及拆卸

基本信息

批准号：
22686051
负责人：
KOETAKA Yuji
金额：
$ 7.74万
依托单位：
Kyoto University (2011-2012)Osaka Institute of Technology (2010)
依托单位国家：
日本
项目类别：
Grant-in-Aid for Young Scientists (A)
财政年份：
2010
资助国家：
日本
起止时间：
2010 至 2012
项目状态：
已结题

项目摘要

We have developed a new floor system, which is built up by installing visco容lastic materials (VEMs) between floor slab and beam upper flange, to enhance seismic performance of a building structure. Numerical analysis and shaking table test were conducted in order to verify seismic response of single耀tory steel moment frame equipped with the proposed floor system. From these investigations, effects of various parameters on seismic response were revealed, for instance, story drift decreases and shear deformation of VEM increases when shape factor of VEM becomes smaller. As a result, it is clarified that the shape factor of VEM should be defined appropriately.

We have developed a new floor system, which is built up by installing visco elastic materials (VEMs) between floor slab and beam upper flange, to enhance seismic performance of a building structure. Numerical analysis and shaking table test were conducted in order to verify seismic response of single shiny steel moment frame equipped with the proposed floor system. From these investigations, effects of various parameters on seismic response were revealed, for instance, story drift decreases and shear deformation of VEM increases when shape factor of VEM becomes smaller. As a result, it is clarified that the shape factor of VEM should be defined appropriately.

项目成果

期刊论文数量（0）

专著数量（0）

科研奖励数量（0）

会议论文数量（0）

专利数量（0）

地震応答低減機能を有する床構造を適用した1層鋼構造骨組の振動台実験

具有减震功能的楼板结构单层钢结构框架振动台试验

DOI：
发表时间：
2012
期刊：
影响因子：
0
作者：
Sano;D.;聲高裕治,矢野康,松本圭太,吹田啓一郎
通讯作者：
聲高裕治,矢野康,松本圭太,吹田啓一郎

地震応答低減機能を有する床構造を適用した１層鋼構造骨組の振動台実験，その１　実験方法および試験体の振動特性

具有减震功能的楼板结构单层钢框架振动台试验第1部分：试验方法及试件振动特性

DOI：
发表时间：
2012
期刊：
影响因子：
0
作者：
Grimmond;C. S. B.;Blackett;M.;Best;M. J.;Baik;J.-J.;Belcher;S. E.;Beringer,J.;Bohnenstengel,S. I.;Calmet,I.;Chen,F.;Coutts;A.;Dandou A.;Fortuniak,K.;Gouvea;M. L.;Hamdi,R.;Hendry,M.;Kanda;M.;Kawai,T.;Kawamoto;Y.;Kondo;H.;Krayen;Daisuke Sano;松本圭太，矢野　康，聲高裕治，吹田啓一郎
通讯作者：
松本圭太，矢野　康，聲高裕治，吹田啓一郎

地震応答低減機能を有する床構造を適用した1層鋼構造骨組の振動台実験，その１　実験方法と粘弾性体の物性値

具有减震功能的楼板结构单层钢框架振动台实验第1部分：粘弹性体的实验方法和物理特性