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Seismic design aids for nonlinear pu...

Cheng, Franklin Y.

Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridgesJeffrey Ger, Franklin Y. Cheng.
作者:	Ger, Jeffrey.
其他作者:	Cheng, Franklin Y.
出版者:	Boca Raton, FL :CRC Press,©2011.
面頁冊數:	1 online resource (xxiv, 376 p.) :ill.
標題:	Concrete bridgesDesign and construction.
電子資源:	http://www.crcnetbase.com/doi/book/10.1201/b11096

Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges
Ger, Jeffrey.

Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges[electronic resource] /Jeffrey Ger, Franklin Y. Cheng. - Boca Raton, FL :CRC Press,©2011. - 1 online resource (xxiv, 376 p.) :ill. - Advances in earthquake engineering.

Includes bibliographical references (p. 367-370) and index.

Overview of Seismic Design of Highway Bridges in the United States ; AASHTO Bridge Seismic Design Philosophy ; Direct Displacement-Based Design Procedures -- Pushover Analysis Applications ; Displacement Capacity Evaluation for the Seismic Design of New Bridges ; Performance Level Verification for New Bridges Designed by DDBD ; Capacity/Demand Ratios for the Seismic Evaluation of Existing Bridges ; Quantitative Bridge System Redundancy Evaluation ; Moment-Curvature Curves and Axial Load-Moment Interaction Curves -- Nonlinear Pushover Analysis Procedure ; SOL01 -- Elastic Static Analysis ; SOL04 -- Nonlinear Static Pushover (Cyclic or Monotonic) Analysis ; Material Library ; Element Library ; Material-Element Cross Reference -- Nonlinear Bending Stiffness Matrix Formulations ; Bilinear Interaction Axial Load-Moment Method ; Plastic Hinge Length Method ; Constant Moment Ratio Method ; Finite Segment-Finite String Method ; Finite Segment-Moment Curvature Method ; Concrete Column Failure Modes ; Bilinear Moment-Curvature Curves ; Column Axial Load-Moment Interaction ; Column Axial Load-Plastic Curvature Capacity Curve -- Analytical Formulation for Structures ; Joint Definition and Degrees of Freedom ; Inelastic IE3DBEAM Element ; Finite-Segment Element ; Brace Element ; Plate Element ; Unbalanced Forces -- Input Data for INSTRUCT Program ; Notes on Input ; STRUCTURE -- Define the Structural Model ; SOL01 -- Elastic Static Solution ; SOL04 -- Incremental Static (Pushover) Solution ; BUG -- Set Bug Options ; READ -- Read Plot Files ; NOECHO -- Inhibit Input Echo ; DUMP -- Print Memory ; RELEASE -- Release Memory ; STOP -- Terminate Execution -- Numerical Examples ; Structural Limit State Indicators ; Member Yield Indicators ; Numerical Examples -- Appendix A: Stiffness Matrix Formulation for Bilinear PM Method -- Appendix B: Stiffness Matrix Formulation for Finite Segment -- Appendix C: Unbalanced Forces of a Finite Segment -- Appendix D: Nonlinear Incremental Solution Algorithms -- Appendix E: Plastic Curvature Capacities and Neutral Axis Depth in Columns -- Appendix F: Elastic and Inelastic Time History Analysis -- Appendix G: Elastic and Inelastic Response Spectra -- Appendix H: Response Spectrum Analysis of Multiple-dof System -- Appendix I: Polynomial Curve Fitting -- Appendix J: Plate Element Stiffness Matrix.

"Nonlinear static monotonic (pushover) analysis has become a common practice in performance-based bridge seismic design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and to provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges fills the need for a complete reference on pushover analysis for practicing engineers.

LCCN: 2011014658Subjects--Topical Terms:

317120
Concrete bridges
--Design and construction.

LC Class. No.: TG340 / .G46 2011

Dewey Class. No.: 624.2/5

Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges
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100 1 $a Ger, Jeffrey. $3 696954
245 1 0 $a Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges $h [electronic resource] / $c Jeffrey Ger, Franklin Y. Cheng.
260 $a Boca Raton, FL : $b CRC Press, $c ©2011.
300 $a 1 online resource (xxiv, 376 p.) : $b ill.
490 0 $a Advances in earthquake engineering
504 $a Includes bibliographical references (p. 367-370) and index.
505 0 $a Overview of Seismic Design of Highway Bridges in the United States ; AASHTO Bridge Seismic Design Philosophy ; Direct Displacement-Based Design Procedures -- Pushover Analysis Applications ; Displacement Capacity Evaluation for the Seismic Design of New Bridges ; Performance Level Verification for New Bridges Designed by DDBD ; Capacity/Demand Ratios for the Seismic Evaluation of Existing Bridges ; Quantitative Bridge System Redundancy Evaluation ; Moment-Curvature Curves and Axial Load-Moment Interaction Curves -- Nonlinear Pushover Analysis Procedure ; SOL01 -- Elastic Static Analysis ; SOL04 -- Nonlinear Static Pushover (Cyclic or Monotonic) Analysis ; Material Library ; Element Library ; Material-Element Cross Reference -- Nonlinear Bending Stiffness Matrix Formulations ; Bilinear Interaction Axial Load-Moment Method ; Plastic Hinge Length Method ; Constant Moment Ratio Method ; Finite Segment-Finite String Method ; Finite Segment-Moment Curvature Method ; Concrete Column Failure Modes ; Bilinear Moment-Curvature Curves ; Column Axial Load-Moment Interaction ; Column Axial Load-Plastic Curvature Capacity Curve -- Analytical Formulation for Structures ; Joint Definition and Degrees of Freedom ; Inelastic IE3DBEAM Element ; Finite-Segment Element ; Brace Element ; Plate Element ; Unbalanced Forces -- Input Data for INSTRUCT Program ; Notes on Input ; STRUCTURE -- Define the Structural Model ; SOL01 -- Elastic Static Solution ; SOL04 -- Incremental Static (Pushover) Solution ; BUG -- Set Bug Options ; READ -- Read Plot Files ; NOECHO -- Inhibit Input Echo ; DUMP -- Print Memory ; RELEASE -- Release Memory ; STOP -- Terminate Execution -- Numerical Examples ; Structural Limit State Indicators ; Member Yield Indicators ; Numerical Examples -- Appendix A: Stiffness Matrix Formulation for Bilinear PM Method -- Appendix B: Stiffness Matrix Formulation for Finite Segment -- Appendix C: Unbalanced Forces of a Finite Segment -- Appendix D: Nonlinear Incremental Solution Algorithms -- Appendix E: Plastic Curvature Capacities and Neutral Axis Depth in Columns -- Appendix F: Elastic and Inelastic Time History Analysis -- Appendix G: Elastic and Inelastic Response Spectra -- Appendix H: Response Spectrum Analysis of Multiple-dof System -- Appendix I: Polynomial Curve Fitting -- Appendix J: Plate Element Stiffness Matrix.
520 $a "Nonlinear static monotonic (pushover) analysis has become a common practice in performance-based bridge seismic design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and to provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Seismic Design Aids for Nonlinear Pushover Analysis of Reinforced Concrete and Steel Bridges fills the need for a complete reference on pushover analysis for practicing engineers.
520 $a This technical reference covers the pushover analysis of reinforced concrete and steel bridges with confined and unconfined concrete column members of either circular or rectangular cross sections as well as steel members of standard shapes. It provides step-by-step procedures for pushover analysis with various nonlinear member stiffness formulations, including: Finite segment-finite string (FSFS); Finite segment-moment curvature (FSMC); Axial load-moment interaction (PM); Constant moment ratio (CMR) and Plastic hinge length (PHL)."--Pub. desc.
650 0 $a Concrete bridges $x Design and construction. $3 317120
650 0 $a Iron and steel bridges $x Design and construction. $3 696955
650 0 $a Structural engineering $x Mathematics. $3 281004
650 0 $a Reinforced concrete. $3 206803
650 0 $a Lateral loads. $3 696956
700 1 $a Cheng, Franklin Y. $3 288572
856 4 0 $u http://www.crcnetbase.com/doi/book/10.1201/b11096