Ground Motion Duration Effects on Hysteretic Behavior of Reinforced Concrete Bridge Columns-Reference-Cited by-同舟云学术

Ground Motion Duration Effects on Hysteretic Behavior of Reinforced Concrete Bridge Columns

Published:2014-03 Issue:3 Volume:140 Page:04013065
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ou Yu-Chen¹,Song Jianwei²,Wang Ping-Hsiung³,Adidharma Leo⁴,Chang Kuo-Chun⁵,Lee George C.⁶

Affiliation:

1. Associate Professor, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 10607, Taiwan (corresponding author).

2. Senior Research Scientist, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, SUNY, Buffalo, NY 14260.

3. Assistant Research Fellow, National Center for Research on Earthquake Engineering, 200, Sec. 3, HsinHai Rd., Taipei 10668, Taiwan.

4. Master Student, Dept. of Construction Engineering, National Taiwan Univ. of Science and Technology, Taipei 10607, Taiwan.

5. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan.

6. SUNY Distinguished Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260.

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.0000856

Reference21 articles.

1. ASTM. (1985). “Standard practices for cycle counting in fatigue analysis.” E1049-85 Conshohocken PA.

2. Random Vibration of Degrading, Pinching Systems

3. Bojórquez E. Iervolino I. Manfredi G. and Cosenza E. (2006). “Influence of ground motion duration on degrading SDOF systems.” Proc. First European Conference on Earthquake Engineering and Seismology Geneva Switzerland 1–9.

4. California Dept. of Transportation (Caltrans). (2003). “Bridge design specification.” Sacramento CA.

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