Open Ground Storey (OGS) framed buildings where the ground storey is kept open without infill walls, mainly for parking, is increasing commonly in urban areas. Vulnerability of this type of buildings was exposed in the past earthquakes. OGS buildings are conventionally designed considering a bare frame analysis ignoring the stiffness of the infill walls present in the upper storeys. This analysis ignoring the stiffness of infill walls underestimates the inter-storey drift (ISD) and thereby the force demand in the ground storey columns. Therefore a multiplication factor (MF) is introduced by various international codes to calculate the accurate design forces (bending moments and shear forces) in the ground storey columns. There is a wide range of disparity in the values of MFs and its scheme of application for design of open ground storey buildings proposed by various International codes. Present study is an attempt to study the performance of typical OGS frames designed with different scheme of MF and to arrive a simplified design solution based on reliability theories.
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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 -Open Ground Storey (OGS) framed buildings where the ground storey is kept open without infill walls, mainly for parking, is increasing commonly in urban areas. Vulnerability of this type of buildings was exposed in the past earthquakes. OGS buildings are conventionally designed considering a bare frame analysis ignoring the stiffness of the infill walls present in the upper storeys. This analysis ignoring the stiffness of infill walls underestimates the inter-storey drift (ISD) and thereby the force demand in the ground storey columns. Therefore a multiplication factor (MF) is introduced by various international codes to calculate the accurate design forces (bending moments and shear forces) in the ground storey columns. There is a wide range of disparity in the values of MFs and its scheme of application for design of open ground storey buildings proposed by various International codes. Present study is an attempt to study the performance of typical OGS frames designed with different scheme of MF and to arrive a simplified design solution based on reliability theories. 256 pp. Englisch. N° de réf. du vendeur 9783659795190
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Pragalath D. C. HaranDr.D.C.Haran Pragalath has completed his PhD degree from NIT Rourkela. He had worked as an Intern at GE Aviation, Bangalore & presently working as an Asst. Prof. at Veltech University. His research area includes . N° de réf. du vendeur 158429560
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Vendeur : Books Puddle, New York, NY, Etats-Unis
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Vendeur : Majestic Books, Hounslow, Royaume-Uni
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Vendeur : preigu, Osnabrück, Allemagne
Taschenbuch. Etat : Neu. Seismic Performance Evaluation of Open Ground Storey Framed Building | A Simplified Design Solution | Haran Pragalath D. C. (u. a.) | Taschenbuch | 256 S. | Englisch | 2015 | LAP LAMBERT Academic Publishing | EAN 9783659795190 | 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 104119927
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -Open Ground Storey (OGS) framed buildings where the ground storey is kept open without infill walls, mainly for parking, is increasing commonly in urban areas. Vulnerability of this type of buildings was exposed in the past earthquakes. OGS buildings are conventionally designed considering a bare frame analysis ignoring the stiffness of the infill walls present in the upper storeys. This analysis ignoring the stiffness of infill walls underestimates the inter-storey drift (ISD) and thereby the force demand in the ground storey columns. Therefore a multiplication factor (MF) is introduced by various international codes to calculate the accurate design forces (bending moments and shear forces) in the ground storey columns. There is a wide range of disparity in the values of MFs and its scheme of application for design of open ground storey buildings proposed by various International codes. Present study is an attempt to study the performance of typical OGS frames designed with different scheme of MF and to arrive a simplified design solution based on reliability theories.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 256 pp. Englisch. N° de réf. du vendeur 9783659795190
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Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Open Ground Storey (OGS) framed buildings where the ground storey is kept open without infill walls, mainly for parking, is increasing commonly in urban areas. Vulnerability of this type of buildings was exposed in the past earthquakes. OGS buildings are conventionally designed considering a bare frame analysis ignoring the stiffness of the infill walls present in the upper storeys. This analysis ignoring the stiffness of infill walls underestimates the inter-storey drift (ISD) and thereby the force demand in the ground storey columns. Therefore a multiplication factor (MF) is introduced by various international codes to calculate the accurate design forces (bending moments and shear forces) in the ground storey columns. There is a wide range of disparity in the values of MFs and its scheme of application for design of open ground storey buildings proposed by various International codes. Present study is an attempt to study the performance of typical OGS frames designed with different scheme of MF and to arrive a simplified design solution based on reliability theories. N° de réf. du vendeur 9783659795190
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