This book is intended to introduce computer aided comparative
analysis of different types of Moment Resisting Frames such as
Special Moment Resisting Frame, Ordinary moment resisting frame,
Dual Moment Resisting Frame and Intermediate Moment Resisting Frame
by considering actual existing high rise building. The computer
modeling of the building is done by ETABs (Extended Three
dimensional Analysis of Building Systems) and the foundation
analysis is done on SAFE. The modeling procedure of the softwares
and structural analysis concepts are comprehensively explained in
this book. In this book ACI code is used for gravity analysis and
UBC-97 is used for seismic load analysis. The various moment
resisting frame models of the building are compared in story drift,
story shear, beam reinforcement and column reinforcement. From
analysis it is found that the Special Moment Resisting Frame has
inherent high over strength and ductility than Intermediate and
Dual Moment Resisting Frame that's why the Special Moment Resisting
Frame has ultimately less base shear than Moment Resisting Frame
which ultimately causes less story drift and story shear.
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