SEISMIC PERFORMANCE OF PRESTRESSED CONCRETE MASONRY WALLS INCORPORATING ENERGY DISSIPATORS

摘要：

This paper explores the seismic in-plane response of post-tensioned fully grouted concrete masonry (PCM) walls with and without energy dissipating devices. A typical 3-story PCM structure was subjected to ground motions representative of the seismic hazard in the Los Angeles, California. The viability of PCM walls as the lateral system was evaluated and the efficiency of incorporating energy dissipators in the wall-base interface was investigated.

关键词： Masonry Prestressing Shear wall Seismic performance Energy dissipation

作者: P. T. Laursen

作者单位: Asst. Professor, Dept. of Architectural Engineering , California Polytechnic State University,San Luis Obispo, California, USA

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）