الفهرس 
REVIEW OF PAST WORK FOR THE SHEAR WALL WITH OPENINGOnly 14 pages are availabe for public view
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Abstract
The present work is concerned with an analytical and theoretical study of
coupled shear walls with one row of openings. The coupled shear wall is
considered one of the main clements for bearing of high rise buildings and most
resistant to the vertical and horizontal (lateral) loads that occur as a result of
wind settlement at foundation levels and earthquakes.
The thesis also presents a mathematical model and a computer program
based on ”Transfer Matrix Method” to solve the coupled shear wall with one
row of opening, and this model also gives accurate results for deflection , rotation
, relative movement between the two wall braces (slip) , internal forces and
normal stress in comparison with the ”Finite elements method” .
In this thesis the effect of opening size , shape of wall section height of
the wall , position of opening and the curtailment of a coupled shear wall with
one row of opening is stu-lied through a complete paramatrie study.