摘要
通过12层钢模型结构的振动台试验,观测了纯框架、框架-支撑结构在地震动激发下的动力反应,并用DRAIN-2D程序对模型结构进行了初步分析.
Through the study of the shaking table testing of 12-story steel model frame, the dynamic response of the bare frame and concentrically braced frame is recorded and analysed. The computer program DRAIN-2D is used to calculate the response of the test building.
引文
1陈昶等.交叉支撑试验研究.1981,1
2若林实.建筑抗震设计.建筑科学.1990
3 Roeder. Seismic Behavior of Concentrically Bracde Frame.J.S.E.1989,115(8)
4 Bertero, et al. Earthquake simulator Testing of ConcentricBraced Dual System, J.S.E. 1989,115(8)
5 Yamanouchi, et al.Seismic Behavior of Full-Scale Concen-trically Braced Steel Building Structure. J. S. E. 1989,115(8)
6沈祖炎等.钢框架结构抗震试验与分析研究.见:第十一届全国高层建筑结构学术交流会论文集.1990
7罗伯特等.五层足尺钢框架结构的动力试验研究.见:钢结构在建筑工程中应用的学术会议论文集(上).1989
8高层建筑钢结构设计与施工规程.征求意见稿.1990
9程晓杰等.反映支撑特性的框架-支撑结构动力反应分析方法的研究.高层建筑钢结构成套技术课题专题报告之十三