Limit Analysis Of Masonry Walls With Rectangular Openings
By Equivalent Shear Panel Model
Author(s)
T. Takada, T. Aoki & C. Genovese
Abstract
Limit analysis of masonry walls with rectangular
openings by equivalent shear panel model
T. Takadal, T. Aoki2 & C. Genovese3
'Faculty of Engineering, Mie University, Japan.
Graduate School of Design and Architecture,
Nagoya City University, Japan.
3~epartrnent of Structural Engineering, Turin Polytechnic, Italy.
Abstract
The present study deals with the limit analysis of masonry walls with rectangular
openings by an equivalent shear panel model. Many experimental
results on masonry walls with rectangular openings subject to both vertical
and horizontal loads show importance of shear resistance of wall panels.
Based upon these experimental results, in-plane failure patterns of single
masonry walls are categorized into a) the shear diagonal crack opening, b)
local panel rocking, c) bed joint sliding, and d) full or partial overturning of
an entire wall. The equivalent shear panel model can evaluate strength for
typical in-plane failure patterns due to earthquake damages. By means of
the presen
Keywords
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