Use of Plastic Hinge Model in Nonlinear Pushover Analysis of a Pile-Reference-Cited by-同舟云学术

Use of Plastic Hinge Model in Nonlinear Pushover Analysis of a Pile

Published:2009-09 Issue:9 Volume:135 Page:1341-1346
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chiou Jiunn-Shyang¹²³,Yang Ho-Hsiung¹²³,Chen Cheng-Hsing¹²³

Affiliation:

1. Associate Research Fellow, National Center for Research on Earthquake Engineering, 200, Section 3, Xinhai Rd., Taipei, Taiwan 10668, Republic of China (corresponding author).

2. Doctoral Candidate, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Section 4, Roosevelt Rd., Taipei, Taiwan 10617, Republic of China.

3. Professor, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Section 4, Roosevelt Rd., Taipei, Taiwan 10617, Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000015

Reference15 articles.

1. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” ATC-40 Redwood City Calif.

2. Push-Over Analyses of Piles in Laterally Spreading Soil

3. Static Pushover Analyses of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests

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

5. Chen C. H. (1997). “Optimal design for bridge foundation of HSR project.” Rep. Prepared for Bureau of Taiwan High Speed Rail Taiwan Construction Research Institute Taiwan.

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