Civil Engineering Association

Tri-Directional Seismic Analysis of an Unreinforced Masonry Building With Flexible Diaphragms

Autors: Steven C. Sweeney, Matthew A Horney and Sarah L. Orton
Year: April 2004
U.S. Army Corps of Engineers Washington, DC 20314-1000

To undestand the susceptibility that buildings with flexible diaphragm systems have to earthqueakes, their seismic response to tri axial base motions is assessed. The research centers on a tri directional analytical study of a two story half scale unreinforce masonry structure. The study investigates the effect of tri-axial base motions on response of the structure.

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