SHAKING TABLE EXPERIMENTAL STUDY AND SEISMIC BEHAVIOR ANALYSIS OF A PRECAST CONCRETE FRAME

摘要：

A shaking table model test of a precast concrete frame was conducted in State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University. The dynamic properties of the model, acceleration character, maximum interstory drifts and the distribution of shear force were figured out. The phenomena during the test were described. The relevant analysis by Canny 2005 was listed at the end of the paper. It is shown that the deterioration of the connection stiffness is very rapid and the interstory drifts are much bigger than those of cast- in-situ concrete frame, but no severe damage happened on columns, beams and slabs.

关键词： Precast concrete structure Connection stiffness Shaking table model test Canny 2005

作者: Tian Ye Xilin Lu Bin Zhao

作者单位: Tongji University, Shanghai, China

会议类型: 国际会议

会议名称: The Second International Conference on Advances in Experimental Structural Engineering(第二届实验结构工程进展国际会议)

会议地点: 上海

会议语种:英文

页码: 448-456

在线出版日期: 2007-12-04（万方平台首次上网日期，不代表论文的发表时间）