Bridge Pile Bent Number of Piles and X-Bracing System: Impact on Pushover Capacity as Scour Increases-Reference-Cited by-同舟云学术

Bridge Pile Bent Number of Piles and X-Bracing System: Impact on Pushover Capacity as Scour Increases

Published:2007-05 Issue:2 Volume:12 Page:82-95
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Hughes Doug¹²³,Ramey George E.¹²³,Hughes Mary L.¹²³

Affiliation:

1. Structural Engineer, Carpenter Wright Engineers, P.L.L.C., 304 9th Ave. South, Nashville, TN 37203. E-mail: dhughes@carpenterwright.com

2. Professor, Dept. of Civil Engineering, Harbert Engineering Center, Auburn Univ., Auburn, AL 36849. E-mail: geramey@eng.auburn.edu

3. Assistant Professor, Dept. of Civil Engineering, Harbert Engineering Center, Auburn Univ., Auburn, AL 36849. E-mail: hughema@eng.auburn.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282007%2912%3A2%2882%29

Reference4 articles.

1. Hughes D. and Ramey G. E. (2005). “Bridge bent P- Δ curves in transverse direction using FB-Pier and GTSTRUDL pushover analysis procedures.” Project No . 930-608 Interim Rep. Alabama Department of Transportation Ala.

2. Ramey G. E. and Brown D. A. (2004). “Stability of highway bridges subject to scour—Phase I.” Project No. 930-585 Final Rep. Alabama Department of Transportation Ala.

3. Ramey G. E. (2006). “Stability of highway bridges subject to scour—Phase II.” Project No. 930-608 Final Rep. Alabama Department of Transportation Ala.

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