Near-Fault Ground Motion Effects on Reinforced Concrete Bridge Columns-Reference-Cited by-同舟云学术

Near-Fault Ground Motion Effects on Reinforced Concrete Bridge Columns

Published:2007-07 Issue:7 Volume:133 Page:982-989
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Phan Vu¹²³⁴,Saiidi M. Saiid¹²³⁴,Anderson John¹²³⁴,Ghasemi Hamid¹²³⁴

Affiliation:

1. Staff Engineer, CH2M HILL, 1100 112th Ave. NE, Suite 400, Bellevue, WA 98004. E-mail: vphan@ch2m.com

2. Professor, Dept. of Civil and Environmental Engineering, Mail Stop 258, Univ. of Nevada at Reno, Reno, NV 89557. E-mail: saiidi@unr.edu

3. Professor, Dept. of Geological Sciences and Engineering, Mail Stop 174, Univ. of Nevada at Reno, Reno NV 89557. E-mail: jga@unr.edu

4. Research Engineer, Federal Highway Administration, Office of Infrastructure R&D, 6300 Georgetown Pike, McLean, VA 22101. E-mail: hamid.ghasemi@fhwa.dot.gov

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A7%28982%29

Reference10 articles.

1. American Association of State Highway and Transportation Officials. (2002). LRFD bridge design specifications Washington D.C.

2. California Department of Transportation. (2004). “Seismic design criteria.” Sacramento Calif.

3. Impulsive seismic response of bridge column-cap beam joints;Gibson N.;ACI Struct. J.,2002

4. Hamilton C. H. Pardoen G. C. Kazanjy R. P. and Hose Y. D. (2001). “Experimental and analytical assessment of simple bridge structures subjected to near-fault ground motions.” Proc. Int. Conf. of Engineering Mechnanics and Computation Univ. of Cape Town Cape Town South Africa.

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