Flexural Strength and Ductility of Extended Pile-Shafts. II: Experimental Study-Reference-Cited by-同舟云学术

Flexural Strength and Ductility of Extended Pile-Shafts. II: Experimental Study

Published:2002-05 Issue:5 Volume:128 Page:595-602
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chai Y. H.¹,Hutchinson Tara C.²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175.

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%282002%29128%3A5%28595%29

Reference15 articles.

1. Applied Technology Council ATC-32. (1996). Improved seismic design criteria for California bridges: provisional recommendations Redwood City Calif.

2. Seismic Performance of Precast Prestressed Concrete Piles

3. Budek A. M. (1997). “The inelastic behavior of reinforced concrete piles and pile shafts.” PhD thesis Univ. of California San Diego.

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

5. Flexural Strength and Ductility of Extended Pile-Shafts. I: Analytical Model

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