Seismic Design of Bridges: Analytical Investigation of AASHTO LRFD Response Modification Factors and Seismic Performance Levels of Circular Bridge Columns

Arda Erdem

Published by LAP LAMBERT Academic Publishing, 2010
ISBN 10: 383837844X / ISBN 13: 9783838378442
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Synopsis: In AASHTO LRFD, three different importance categories are presented as “Critical”, “Essential” and “Other” bridges to be considered in seismic design. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The bridge''s overall performance during a given seismic event cannot be clearly described. Serviceability requirements specified for a given importance category are assumed to be assured by using different response modification factors (R-factors). Although R-factor is directly related with strength provided to resisting column, it might be correlated with selected performance levels including different engineering response measures. Within the scope of this study, 27216 single circular bridge column bent models designed according to AASHTO LRFD and having varying column aspect ratio, column diameter, axial load ratio, R-factor and elastic design spectrum data are investigated through a series of analyses. Three performance levels such as “Fully Functional”, “Operational” and “Delayed Operational” are defined in which their criteria are selected in terms of column drift measure corresponding to several damage states.

About the Author: Arda ERDEM, MSc., Civil Engineer: Studied Civil Engineering at Middle East Technical University and specialized in bridge design. Continues his professional life towards a structural design firm in Turkey.

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Title: Seismic Design of Bridges: Analytical ...
Publisher: LAP LAMBERT Academic Publishing
Publication Date: 2010
Binding: Paperback
Book Condition: Good

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Book Description LAP Lambert Academic Publishing Nov 2013, 2013. Taschenbuch. Condition: Neu. Neuware - In AASHTO LRFD, three different importance categories are presented as Critical , Essential and Other bridges to be considered in seismic design. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The bridge''s overall performance during a given seismic event cannot be clearly described. Serviceability requirements specified for a given importance category are assumed to be assured by using different response modification factors (R-factors). Although R-factor is directly related with strength provided to resisting column, it might be correlated with selected performance levels including different engineering response measures. Within the scope of this study, 27216 single circular bridge column bent models designed according to AASHTO LRFD and having varying column aspect ratio, column diameter, axial load ratio, R-factor and elastic design spectrum data are investigated through a series of analyses. Three performance levels such as Fully Functional , Operational and Delayed Operational are defined in which their criteria are selected in terms of column drift measure corresponding to several damage states. 184 pp. Englisch. Seller Inventory # 9783838378442

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Book Description LAP Lambert Academic Publishing Nov 2013, 2013. Taschenbuch. Condition: Neu. Neuware - In AASHTO LRFD, three different importance categories are presented as Critical , Essential and Other bridges to be considered in seismic design. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The bridge''s overall performance during a given seismic event cannot be clearly described. Serviceability requirements specified for a given importance category are assumed to be assured by using different response modification factors (R-factors). Although R-factor is directly related with strength provided to resisting column, it might be correlated with selected performance levels including different engineering response measures. Within the scope of this study, 27216 single circular bridge column bent models designed according to AASHTO LRFD and having varying column aspect ratio, column diameter, axial load ratio, R-factor and elastic design spectrum data are investigated through a series of analyses. Three performance levels such as Fully Functional , Operational and Delayed Operational are defined in which their criteria are selected in terms of column drift measure corresponding to several damage states. 184 pp. Englisch. Seller Inventory # 9783838378442

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Book Description LAP Lambert Academic Publishing Nov 2013, 2013. Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Neuware - In AASHTO LRFD, three different importance categories are presented as Critical , Essential and Other bridges to be considered in seismic design. These classifications are mainly based on the serviceability requirement of bridges after a design earthquake. The bridge''s overall performance during a given seismic event cannot be clearly described. Serviceability requirements specified for a given importance category are assumed to be assured by using different response modification factors (R-factors). Although R-factor is directly related with strength provided to resisting column, it might be correlated with selected performance levels including different engineering response measures. Within the scope of this study, 27216 single circular bridge column bent models designed according to AASHTO LRFD and having varying column aspect ratio, column diameter, axial load ratio, R-factor and elastic design spectrum data are investigated through a series of analyses. Three performance levels such as Fully Functional , Operational and Delayed Operational are defined in which their criteria are selected in terms of column drift measure corresponding to several damage states. 184 pp. Englisch. Seller Inventory # 9783838378442

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