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Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges[electronic resource] /

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
杜威分類號:	624.2/5
書名/作者:	Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges/ Jeffrey 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 bridges - Design and construction.
標題:	Iron and steel bridges - Design and construction.
標題:	Structural engineering - Mathematics.
標題:	Reinforced concrete.
標題:	Lateral loads.
ISBN:	9781439837757 (electronic bk.)
ISBN:	1439837759 (electronic bk.)
書目註:	Includes bibliographical references (p. 367-370) and index.
內容註:	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.
摘要、提要註:	"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.
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[electronic resource] /
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:

587052
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[electronic resource] /
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020 $z 9781439837634 (hbk. : alk. paper)
020 $z 1439837635 (hbk. : alk. paper)
020 $a 9781439837757 (electronic bk.)
020 $a 1439837759 (electronic bk.)
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040 $a DLC $b eng $c DLC $d YDX $d BTCTA $d YDXCP $d UKMGB $d CDX $d LHU $d OCLCO $d OCLCF $d CRCPR $d OCLCO $d OCLCQ
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100 1 $a Ger, Jeffrey. $3 587051
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 587052
650 0 $a Iron and steel bridges $x Design and construction. $3 587053
650 0 $a Structural engineering $x Mathematics. $3 519844
650 0 $a Reinforced concrete. $3 442357
650 0 $a Lateral loads. $3 587054
700 1 $a Cheng, Franklin Y. $3 350616
856 4 0 $u http://www.crcnetbase.com/doi/book/10.1201/b11096