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Synopsis
The aim of this book is to evaluate seismic performance of existing low-to-mid-rise Reinforced Concrete (RC) frame buildings. The buildings, which consist of 4, 6, 8, and 10 stories, are designed according to British standard code (BSI) and American code (ACI).Pushover analysis has been performed according to FEMA-356 guidelines;the pushover analysis is used.The lateral load patterns for pushover analysis are selected as the Regulations for earthquake resistant design of building in Egypt, 1988; these regulations have been prepared by the Egyptian Society for Earthquake Engineering (ESEE) and International Building Code (IBC 2012). Results showed that the buildings designed considering the ESEE and IBC 2012 loads were found adequate. On the other hand, the building designed according to (ESEE using BSI) satisfies the Immediate Occupancy (IO) acceptance criteria according to ATC-40.The comparison of the pushover curve shows that the stiffness of frame is larger in (ESEE using BSI) compared to the (IBC2012 using ACI) design.This means that (ESEE using BSI) design has a greater capability to resist lateral load than the (IBC2012 using ACI) design.
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About the Author
Dr.Ismaeil Abunama is an Assistant Professor, Department of Civil Engineering, King Khalid University, KSA. On Leave from Sudan University of Science and Technology, Khartoum, Sudan.Dr.Ismaeil has studied and worked abroad in many countries. He is also the author of 15 publications in the field of earthquake engineering.
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- PublisherNoor Publishing
- Publication date2017
- ISBN 10 333085328X
- ISBN 13 9783330853287
- BindingPaperback
- LanguageEnglish
- Number of pages116
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Seismic Capacity Assessment of RC Buildings by Using Pushover Analysis
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Noor Publishing Mrz 2017, 2017
ISBN 10: 333085328X
ISBN 13: 9783330853287
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Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
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Taschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The aim of this book is to evaluate seismic performance of existing low-to-mid-rise Reinforced Concrete (RC) frame buildings. The buildings, which consist of 4, 6, 8, and 10 stories, are designed according to British standard code (BSI) and American code (ACI).Pushover analysis has been performed according to FEMA-356 guidelines;the pushover analysis is used.The lateral load patterns for pushover analysis are selected as the Regulations for earthquake resistant design of building in Egypt, 1988; these regulations have been prepared by the Egyptian Society for Earthquake Engineering (ESEE) and International Building Code (IBC 2012). Results showed that the buildings designed considering the ESEE and IBC 2012 loads were found adequate. On the other hand, the building designed according to (ESEE using BSI) satisfies the Immediate Occupancy (IO) acceptance criteria according to ATC-40.The comparison of the pushover curve shows that the stiffness of frame is larger in (ESEE using BSI) compared to the (IBC2012 using ACI) design.This means that (ESEE using BSI) design has a greater capability to resist lateral load than the (IBC2012 using ACI) design. 116 pp. Englisch. Seller Inventory # 9783330853287
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Seismic Capacity Assessment of RC Buildings by Using Pushover Analysis
Print on DemandSeller: AHA-BUCH GmbH, Einbeck, Germany
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Taschenbuch. Condition: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The aim of this book is to evaluate seismic performance of existing low-to-mid-rise Reinforced Concrete (RC) frame buildings. The buildings, which consist of 4, 6, 8, and 10 stories, are designed according to British standard code (BSI) and American code (ACI).Pushover analysis has been performed according to FEMA-356 guidelines;the pushover analysis is used.The lateral load patterns for pushover analysis are selected as the Regulations for earthquake resistant design of building in Egypt, 1988; these regulations have been prepared by the Egyptian Society for Earthquake Engineering (ESEE) and International Building Code (IBC 2012). Results showed that the buildings designed considering the ESEE and IBC 2012 loads were found adequate. On the other hand, the building designed according to (ESEE using BSI) satisfies the Immediate Occupancy (IO) acceptance criteria according to ATC-40.The comparison of the pushover curve shows that the stiffness of frame is larger in (ESEE using BSI) compared to the (IBC2012 using ACI) design.This means that (ESEE using BSI) design has a greater capability to resist lateral load than the (IBC2012 using ACI) design. Seller Inventory # 9783330853287
Quantity: 1 available
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Seismic Capacity Assessment of RC Buildings by Using Pushover Analysis
Seller: Revaluation Books, Exeter, United Kingdom
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Paperback. Condition: Brand New. 116 pages. 8.66x5.91x0.27 inches. In Stock. Seller Inventory # 333085328X
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Seismic Capacity Assessment of RC Buildings by Using Pushover Analysis
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Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Abunama Mohammed Ahmed IsmaeilDr.Ismaeil Abunama is an Assistant Professor, Department of Civil Engineering, King Khalid University, KSA. On Leave from Sudan University of Science and Technology, Khartoum, Sudan.Dr.Ismaeil has studie. Seller Inventory # 151243383
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