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.
出处
《地震工程与工程振动》
CSCD
北大核心
2003年第1期64-70,共7页
Earthquake Engineering and Engineering Dynamics
基金
上海市建设技术发展基金会项目(A0206113)
