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Design and evaluation of reinforced concrete bridges for seismic resistance

Author: Mark Aschheim; Jack P Moehle; Stephen A Mahin; University of California, Berkeley. Earthquake Engineering Research Center.
Publisher: Berkeley : Earthquake Engineering Research Center, University of California, 1997.
Series: Report (University of California, Berkeley. Earthquake Engineering Research Center), no. UCB/EERC-97/04.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
In this report, seismic design approaches for reinforced concrete bridges are reviewed and uncertainties in seismic design and evaluation are discussed. The modeling of bridge components and systems is discussed, and analytical studies of the response series of simple bridges are made. The relative utility of several design approaches and stiffness assumptions for controlling seismic demands is assessed. Modeling of  Read more...
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Document Type: Book
All Authors / Contributors: Mark Aschheim; Jack P Moehle; Stephen A Mahin; University of California, Berkeley. Earthquake Engineering Research Center.
OCLC Number: 36585140
Notes: "March 1997."
"A report on research sponsored by the California Department of Transportation."
Description: xii, 196 pages : illustrations ; 28 cm.
Contents: Introduction --
Review of previous work --
Seismic design and evaluation methodologies --
Uncertainties in design and evaluation --
Demand estimation --
Capacity estimation --
Comparative study of design approaches --
Conclusion --
Bibliography --
Appendix A: Modeling for displacement estimation --
Appendix B: Column shear strength models --
Appendix C: Analytical modeling of columns --
Appendix D: Glossary.
Series Title: Report (University of California, Berkeley. Earthquake Engineering Research Center), no. UCB/EERC-97/04.
Responsibility: by Mark Aschheim, Jack P. Moehle, Stephen A. Mahin.

Abstract:

In this report, seismic design approaches for reinforced concrete bridges are reviewed and uncertainties in seismic design and evaluation are discussed. The modeling of bridge components and systems is discussed, and analytical studies of the response series of simple bridges are made. The relative utility of several design approaches and stiffness assumptions for controlling seismic demands is assessed. Modeling of column and wall pier flexural and shear strengths is examined in detail, and available models for the inelastic shear strength of columns are compared with test data.

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