Cyclic Lateral Load Response of Bridge Column-Foundation-Soil Systems in Freezing Conditions-Reference-Cited by-同舟云学术

Cyclic Lateral Load Response of Bridge Column-Foundation-Soil Systems in Freezing Conditions

Published:2006-11 Issue:11 Volume:132 Page:1745-1754
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suleiman Muhannad T.¹²³,Sritharan Sri¹²³,White David J.¹²³

Affiliation:

1. Research Assistant Professor and Lecturer, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 490 Town Engineering, Ames, IA 50011-3232.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 406 Town Engineering, Ames, IA 50011-3232.

3. Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., 476 Town Engineering, Ames, IA 50011-3232.

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%282006%29132%3A11%281745%29

Reference17 articles.

1. Akili W. (1971). “Stress-strain behavior of frozen fine-grained soils.” Transportation Research Record No. 360 Transportation Research Board Washington D.C.

2. Applied Technology Council (ATC). (1996). “Improved seismic design criteria for California bridges: Provisional recommendations.” ATC-32 Redwood City Calif.

3. Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns

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