会议专题

Seismic Performance of RC Frames with Infill Walls

This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general prototype building structures in Taiwan. Test results indicate that the ductility behavior of the frames with infill wall is similar to those of the pure frame. The ultimate base shear strength of the frames with infill walls is higher than those of the pure frame. Analytical results base on the static pushover analysis show that the implement of proposed action-deformation relations in a general purpose structural analysis program can accurately simulate the backbone curves of cyclic responses of the RC frame specimen.

Infill wall Seismic Performance Pushover analysis

WenI Liao JennShin Hwang ShiangJung Wang

Department of Civil Engineering, Taipei University of Technology, Taipei Department of Construction Engineering, Taiwan University of Science and Technology, Taipei Center for Research on Earthquake Engineering, Taipei

国际会议

The First Anniversary of Wenchuan Earthquake(纪念汶川地震一周年国际学术会议)

成都

英文

168-173

2009-05-10(万方平台首次上网日期,不代表论文的发表时间)