Seismic Behavior of CFT Column and Steel Pile Footings-Reference-Cited by-同舟云学术

Seismic Behavior of CFT Column and Steel Pile Footings

Published:2011-09 Issue:5 Volume:16 Page:575-586
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiao Yan¹²³⁴⁵,Zhang Zhongxin¹²³⁴⁵,Hu Jianhua¹²³⁴⁵,Kunnath Sashi K.¹²³⁴⁵,Guo Pengxin¹²³⁴⁵

Affiliation:

1. Director, Ministry of Education Key Laboratory of Building Safety and Energy Efficiency, Center for Integrated Protection Research of Engineering Structures, Hunan Univ., Changsha, Hunan 410082, China; and Professor, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author). E-mail: yanxiao@usc.edu

2. Henan Electric Power Survey and Design Institute, Zhengzhou 450007, China; formerly, Research Assistant, Center for Integrated Protection Research of Engineering Structures, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

3. Hunan Province Communication Planning Survey and Design Institute, Changsha 410008, China.

4. Professor, Dept. of Civil Engineering, Univ. of California, Davis, CA 95616.

5. Research Assistant, Center for Integrated Protection Research of Engineering Structures, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000198

Reference14 articles.

1. Applied Technology Council (ATC). (1992). “Guidelines for cyclic seismic testing of components of steel structures.” ATC-24 Redwood City CA.

2. Chinese Standard. (2003). “Code for design of steel structures.” GB50017 China Plan Press Beijing (in Chinese).

3. The effects of cap stiffness on pile reactions;Duan L.;Concr. Int.,1995

4. Hitaka T. Suita K. Kato M. (2003). “CFT column base design and practice in Japan.” Proc. Int Workshop on Steel and Concrete Composite Construction National Center for Research in Earthquake Engineering Taipei Taiwan 291–290.

5. Hsu H. and Lin H. (2003). “Performance of concrete-filled tube base connections under repeated loading.” Proc. Int. Workshop on Steel and Concrete Composite Construction National Center for Research in Earthquake Engineering Taipei Taiwan 291–299.

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