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 - Brossura
Sinossi
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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Informazioni sull?autore
Ahmet Fatih Koç 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.
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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders
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LAP LAMBERT Academic Publishing Nov 2016, 2016
ISBN 10: 3659970611
ISBN 13: 9783659970610
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Taschenbuch. Condizione: 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. Codice articolo 9783659970610
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Turkish LRFD Bridge Design Method for Slab on Steel Plate Girders
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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
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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
Editore:
LAP LAMBERT Academic Publishing Nov 2016, 2016
ISBN 10: 3659970611
ISBN 13: 9783659970610
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
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Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. 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.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 132 pp. Englisch. Codice articolo 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
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LAP LAMBERT Academic Publishing, 2016
ISBN 10: 3659970611
ISBN 13: 9783659970610
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Taschenbuch. Condizione: 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. Codice articolo 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
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LAP LAMBERT Academic Publishing, 2016
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ISBN 13: 9783659970610
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Taschenbuch. Condizione: Neu. 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 Koç | Taschenbuch | 132 S. | Englisch | 2016 | LAP LAMBERT Academic Publishing | EAN 9783659970610 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Codice articolo 107864700
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