Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders: Calibration of Load and Resistance Factors to Be Used in Bridge Design in Turkey - Couverture souple

Ko�, Ahmet Fatih

9783659970610: Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders: Calibration of Load and Resistance Factors to Be Used in Bridge Design in Turkey

Couverture souple

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

Editeur : LAP LAMBERT Academic Publishing, 2016

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Steel composite I-girder bridges are usually used to span between 50 to 80 meters in Turkey. In a typical Turkish bridge design, a modified version of the AASHTO Load Factor Design or Allowable Stress Design requirements are used until now. The recent switch of the US bridge codes to LRFD method also necessitates the calibration of the new design of the Turkish bridges based on the LRFD system. The main aim of this study is to define a new type of live (truck) load to be used in the basic gravity load combination, as well as to develop the corresponding load factors to be implemented in the design of steel composite I-girder bridges. In such studies, usually a target reliability index is selected to reflect the safety level of current design practice based on the uncertainties associated with the design parameters. For the basic gravity load combination, which includes the dead and live loads, a minimum target reliability of 4.00 is selected, instead of 3.50 that have been used in US. In the statistical computations of the reliability index, the quantification of uncertainties is made based on local data supplemented by information compiled from relevant international literature.

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� propos de l?auteur

Ahmet Fatih Ko� had obtained a B.Sc degree in civil engineering from Middle East Technical University and a M.Sc degree in structural engineering also from Middle East Technical University. He has been working as a bridge design engineer since 2010.

Les informations fournies dans la section � A propos du livre � peuvent faire r�f�rence � une autre �dition de ce titre.

�diteur: LAP LAMBERT Academic Publishing
Date d'�dition: 2016
Langue: anglais
ISBN 10: 3659970611
ISBN 13: 9783659970610
Reliure: Broch�
Nombre de pages: 132
Coordonn�es du fabricant: non disponible
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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders

Ahmet Fatih Ko�

Edit� par LAP LAMBERT Academic Publishing Nov 2016, 2016

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Steel composite I-girder bridges are usually used to span between 50 to 80 meters in Turkey. In a typical Turkish bridge design, a modified version of the AASHTO Load Factor Design or Allowable Stress Design requirements are used until now. The recent switch of the US bridge codes to LRFD method also necessitates the calibration of the new design of the Turkish bridges based on the LRFD system. The main aim of this study is to define a new type of live (truck) load to be used in the basic gravity load combination, as well as to develop the corresponding load factors to be implemented in the design of steel composite I-girder bridges. In such studies, usually a target reliability index is selected to reflect the safety level of current design practice based on the uncertainties associated with the design parameters. For the basic gravity load combination, which includes the dead and live loads, a minimum target reliability of 4.00 is selected, instead of 3.50 that have been used in US. In the statistical computations of the reliability index, the quantification of uncertainties is made based on local data supplemented by information compiled from relevant international literature. 132 pp. Englisch. N� de r�f. du vendeur 9783659970610

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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders

Ahmet Fatih Ko�

Edit� par LAP LAMBERT Academic Publishing, 2016

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders: Calibration of Load and Resistance Factors to Be Used in Bridge Design in Turkey

Ko�, Ahmet Fatih

Edit� par LAP LAMBERT Academic Publishing, 2016

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

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Paperback. Etat : Brand New. 132 pages. 8.66x5.91x0.30 inches. In Stock. N� de r�f. du vendeur 3659970611

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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders

Ahmet Fatih Ko�

Edit� par LAP LAMBERT Academic Publishing Nov 2016, 2016

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

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Taschenbuch. Etat : Neu. Neuware -Steel composite I-girder bridges are usually used to span between 50 to 80 meters in Turkey. In a typical Turkish bridge design, a modified version of the AASHTO Load Factor Design or Allowable Stress Design requirements are used until now. The recent switch of the US bridge codes to LRFD method also necessitates the calibration of the new design of the Turkish bridges based on the LRFD system. The main aim of this study is to define a new type of live (truck) load to be used in the basic gravity load combination, as well as to develop the corresponding load factors to be implemented in the design of steel composite I-girder bridges. In such studies, usually a target reliability index is selected to reflect the safety level of current design practice based on the uncertainties associated with the design parameters. For the basic gravity load combination, which includes the dead and live loads, a minimum target reliability of 4.00 is selected, instead of 3.50 that have been used in US. In the statistical computations of the reliability index, the quantification of uncertainties is made based on local data supplemented by information compiled from relevant international literature.Books on Demand GmbH, �berseering 33, 22297 Hamburg 132 pp. Englisch. N� de r�f. du vendeur 9783659970610

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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders : Calibration of Load and Resistance Factors to Be Used in Bridge Design in Turkey

Ahmet Fatih Ko�

Edit� par LAP LAMBERT Academic Publishing, 2016

ISBN 10 : 3659970611 ISBN 13 : 9783659970610

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Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Steel composite I-girder bridges are usually used to span between 50 to 80 meters in Turkey. In a typical Turkish bridge design, a modified version of the AASHTO Load Factor Design or Allowable Stress Design requirements are used until now. The recent switch of the US bridge codes to LRFD method also necessitates the calibration of the new design of the Turkish bridges based on the LRFD system. The main aim of this study is to define a new type of live (truck) load to be used in the basic gravity load combination, as well as to develop the corresponding load factors to be implemented in the design of steel composite I-girder bridges. In such studies, usually a target reliability index is selected to reflect the safety level of current design practice based on the uncertainties associated with the design parameters. For the basic gravity load combination, which includes the dead and live loads, a minimum target reliability of 4.00 is selected, instead of 3.50 that have been used in US. In the statistical computations of the reliability index, the quantification of uncertainties is made based on local data supplemented by information compiled from relevant international literature. N� de r�f. du vendeur 9783659970610

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