Aseismic performance of suspended zipper braced frames

摘要：

In order to assess the aseismic performance of the suspended zipper braced frames (SZBF), a 10-story chevron braced frame (CBF) and SZBF were designed and analyzed. Note that the seismic responses of the two frames are similar to each other. It is also found that the design method of the zipper columns is conservative, resulting in larger braced column sizes and material waste. So, a more reasonable design method of the zipper column is needed to be provided.

关键词： chevron braced frame suspended zipper braced frame upper column

作者: Haifeng YU Dandan ZOU Shoujun Du

作者单位: School of Civil Engineering Hebei University of science and technology Shijiazhuang, P.R. China Library Hebei University of science and technology Shijiazhuang, P.R. China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 3009-3012

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）