Seismic Performance of RC Bridge Column under Repeated Ground Motions-Reference-Cited by-同舟云学术

Seismic Performance of RC Bridge Column under Repeated Ground Motions

Published:2001-12 Issue:6 Volume:6 Page:461-467
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Park S. W.¹²³⁴,Yen W. P.¹²³⁴,Cooper J. D.¹²³⁴,O'Fallon J. D.¹²³⁴

Affiliation:

1. Sr. Res. Engr., LENDIS Corp./Fed. Hwy. Admin., Ofc. of Infrastructure R&D, 6300 Georgetown Pike, McLean, VA 22101.

2. Res. Struct. Engr., Bridge Des. and Hazard Mitigation Team, Ofc. of Infrastructure R&D, Fed. Hwy. Admin., 6300 Georgetown Pike, McLean, VA 22101 (corresponding author). E-mail: wen-huei.yen@fhwa.dot.gov

3. Dir., Ofc. of Bridge Technol., Fed. Hwy. Admin., 400 Seventh St., S.W., Washington, DC 20590.

4. Team Leader, Bridge Des. and Hazard Mitigation Team, Ofc. of Infrastructure R&D, Fed. Hwy. Admin., 6300 Georgetown Pike, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28461%29

Reference23 articles.

1. American Association of State Highway Transportation Officials (AASHTO). ( 1995). Interim revisions to the AASHTO standard specifications for highway bridges Division I-A: Seismic design Washington D.C.

2. “Seismic damage in reinforced concrete frames.”;Banon H.;J. Struct. Div.,1981

3. Berg G. V. and Thomaides S. S. ( 1960). “Energy consumption by structures in strong motion earthquakes.” Proc. 2nd World Conf. on Earthquake Engrg. Vol. 2 Tokyo 681–697.

4. Chopra A. K. ( 1995). Dynamics of structures Prentice-Hall Englewood Cliffs N.J.

5. Chung Y. S. Meyer C. and Shinozuka M. ( 1989). “Modeling of concrete damage.” ACI Struct. J. 86(3) 259–271.

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