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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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Taschenbuch. Etat : 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. N° de réf. du vendeur 9783330853287
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : 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. N° de réf. du vendeur 9783330853287
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Vendeur : moluna, Greven, Allemagne
Etat : 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. N° de réf. du vendeur 151243383
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Vendeur : Revaluation Books, Exeter, Royaume-Uni
Paperback. Etat : Brand New. 116 pages. 8.66x5.91x0.27 inches. In Stock. N° de réf. du vendeur __333085328X
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. 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.Books on Demand GmbH, Überseering 33, 22297 Hamburg 116 pp. Englisch. N° de réf. du vendeur 9783330853287
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Seismic Capacity Assessment of RC Buildings by Using Pushover Analysis | Mohammed Ahmed Ismaeil Abunama | Taschenbuch | 116 S. | Englisch | 2017 | Noor Publishing | EAN 9783330853287 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. N° de réf. du vendeur 108505745
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