Three-Dimensional Wharf Response to Far-Field and Impulsive Near-Field Ground Motions in Liquefiable Soils-Reference-Cited by-同舟云学术

Three-Dimensional Wharf Response to Far-Field and Impulsive Near-Field Ground Motions in Liquefiable Soils

Published:2013-08 Issue:8 Volume:139 Page:1395-1407
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shafieezadeh Abdollah¹,DesRoches Reginald²,Rix Glenn J.²,Werner Stuart D.³

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental, and Geodetic Engineering, Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210 (corresponding author).

2. Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., Atlanta, GA 30332.

3. Principal, Seismic Systems and Engineering Consultants, 8601 Skyline Blvd., Oakland, CA 94611.

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%29ST.1943-541X.0000642

Reference43 articles.

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3. ASTM. (1997). “Standard specification for steel strand uncoated seven-wired for prestressed concrete.” A416 West Conshohocken PA.

4. Assessment of Seismic Performance of Two Pile-Deck Wharf Connections

5. Boulanger R. W. Kutter B. L. Brandenberg S. J. Singh P. and Chang D. (2003). “Pile foundations in liquefied and laterally spreading ground during earthquakes: Centrifuge experiments and analyses.” Rep. No. UCD/CGM-03/01 Univ. of California Davis CA.

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