Experimental Evaluation of Bridge Column Foundation Rocking Behavior-Reference-Cited by-同舟云学术

Experimental Evaluation of Bridge Column Foundation Rocking Behavior

Published:2018-11 Issue:11 Volume:23 Page:04018088
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Saad Ahmad S.¹,Sanders David H.²,Buckle Ian G.³

Affiliation:

1. Assistant Professor, Australian College of Kuwait, Block 5, Building 2, West Mishref 40005, Kuwait (corresponding author).

2. Greenwood Department Chair and Professor, Civil, Construction and Environmental Engineering, Iowa State Univ., 390 Town Engineering, 813 Bissell Road, Ames, IA 50014; formerly, Professor, Univ. of Nevada Reno, 1664 N. Virginia Street, Reno, NV 89557-0258.

3. Professor, Univ. of Nevada Reno, 1664 N. Virginia St., Reno, NV 89557-0258.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001300

Reference9 articles.

1. Centrifuge Modeling of Bridge Systems Designed for Rocking Foundations

2. Espinoza A. and S. Mahin. 2006. “Rocking of bridge piers subjected to multi-directional earthquake loading.” In Proc. 8th National Conf. on Earthquake Engineering. Oakland CA: Earthquake Engineering Research Institute.

3. Compression, bending, and shear of bonded rubber blocks

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