Comparative Analysis of Moment Resisting Frames in Earthquake: COMPUTER AID COMPARATIVE ANALYSIS OF HIGH RISE BUILDINGS USING SPECIAL, DUAL, INTERMEDIATE MOMENT RESISTING FRAMES FOR EARTHQUAKE - Couverture souple

Wasim, Muhammad; Hussain, Raja; Aftab, Saqib

 
9783639318951: Comparative Analysis of Moment Resisting Frames in Earthquake: COMPUTER AID COMPARATIVE ANALYSIS OF HIGH RISE BUILDINGS USING SPECIAL, DUAL, INTERMEDIATE MOMENT RESISTING FRAMES FOR EARTHQUAKE
Couverture souple
ISBN 10 : 3639318951 ISBN 13 : 9783639318951
Editeur : VDM Verlag Dr. Müller, 2010

Synopsis

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.

Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.

Présentation de l'éditeur

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.

Biographie de l'auteur

Muhammad Wasim is research engineer in Centre of Excellence for Concrete Research and Testing of King Saud University, Riyadh, KSA. He graduated from NEDUET university karachi, Pakistan. He has been working on various funded research projects.He also worked as structural design engineer in Pakistan designed various high rise buildings.

Muhammad Wasim is research engineer in Centre of Excellence for Concrete Research and Testing of King Saud University, Riyadh, KSA. He graduated from NEDUET university karachi, Pakistan. He has been working on various funded research projects.He also worked as structural design engineer in Pakistan designed various high rise buildings.

Muhammad Wasim is research engineer in Centre of Excellence for Concrete Research and Testing of King Saud University, Riyadh, KSA. He graduated from NEDUET university karachi, Pakistan. He has been working on various funded research projects.He also worked as structural design engineer in Pakistan designed various high rise buildings.

Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.

Éditeur
VDM Verlag Dr. Müller
Date d'édition
2010
Langue
anglais
ISBN 10 
3639318951
ISBN 13 
9783639318951
Reliure
Broché
Nombre de pages
108
Coordonnées du fabricant
non disponible
Personne responsable
non disponible