Local Buckling of RBS Beams Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Local Buckling of RBS Beams Subjected to Cyclic Loading

Published:2009-12 Issue:12 Volume:135 Page:1491-1498
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Feng-Xiang¹²³⁴,Kanao Iori¹²³⁴,Li Jun¹²³⁴,Morisako Kiyotaka¹²³⁴

Affiliation:

1. Doctoral Student, Graduate School of Science and Technology, Kyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, Japan (corresponding author).

2. Associate Professor, Graduate School of Science and Technology, Kyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, Japan.

3. Associate Professor, School of Civil Engineering, Qingdao Technological Univ., 11 Fushun Rd., Qingdao 266033, People’s Republic of China.

4. Professor, Graduate School of Science and Technology, Kyoto Institute of Technology, Matsugasaki, Sakyo-ku, Kyoto 6068585, Japan.

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.0000073

Reference15 articles.

1. AISC. (2005a). “Seismic provisions for structure steel buildings.” ANSI/AISC 341-5 Chicago.

2. AISC. (2005b). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358-05 Chicago.

3. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

4. Engelhardt M. D. (1999). “Design of reduced beam section moment connections.” Proc. Processing North American Steel Construction Conf. AISC Chicago.

5. Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake

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