钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究

英文篇名：Shaking table study on a full scale model of wall panels and their connections of steel frame residential building systems
中文刊名：地震工程与工程振动
英文刊名：Earthquake Engineering and Engineering Vibration
作者：李国强 ; 赵欣 ; 孙飞飞 ; 高文利 ; 杨尊权 ; 靳世文
英文作者：LI Guoqiang1 ; ZHAO Xin1 ; SUN Feifei1 ; GAO Wenli2 ; YANG Zunquan2 ; JIN Shiwen2(1.Tongji University ; Shanghai 200092 ; 2.Shandong Alpha Building Technology Corporate ; Laiwu 271100)
中文关键词：钢结构住宅 ; 模拟地震 ; 墙板节点 ; 足尺模型 ; 振动台
英文关键词：steel frame residential building ; simulated earthquakes ; full-scale model ; shaking table
出版日期：2003-02-28
机构：同济大学,同济大学,同济大学,山东安尔发建筑科技有限公司,山东安尔发建筑科技有限公司,山东安尔发建筑科技有限公司上海200092 ,上海200092 ,上海200092 ,山东莱芜271100 ,山东莱芜271100 ,山东莱芜271100
年：2003
期：01
出版单位：地震工程与工程振动

摘要

本文对山东安尔发建筑科技有限公司开发的钢结构住宅体系的墙板及墙板节点足尺模型进行了模拟地震振动台试验研究,分析了该体系的自振特性、地震反应特征和破坏现象,特别对外墙板及内墙的节点的抗震性能进行了深入研究,得出了有益的结论,为钢结构住宅体系的进一步推广提供了试验依据。
A full scale model of wall panels and their connections to the steel frame systems for residential buildings, which was developed by Shandong Alpha Building Technology Corporation,was tested on shaking table at Tongji University. The dynamic properties,seismic responses and damage features of the model were recorded and analyzed.Moreover the aseismic properties of the joints of exterior wall panels and infilled walls were studied intensively and the valuable results were obtained.The study work given in this paper presents an experimental basis for the further popularity of the steel frame residential building systems.

引文

[1]　李国强,沈祖炎.钢结构框架体系弹性及弹塑性分析与设计理论[M].上海:上海科学技术出版社,1998.
    [2]　李国强,等.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J].建筑结构学报,2001,(2):5-13.
    [3]　EmadF.Gad.etc.LateralBehaviorofPlasterboard-CladResidentialSteelFrames[J].J.ofStructuralEngineering125(1).
    [4]　关国雄,夏敬谦.钢筋混凝土框架砖填充墙结构抗震性能的研究[J].地震工程与工程振动,1996(1):87-99.