Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic Dampers-Reference-Cited by-同舟云学术

Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic Dampers

Published:2006-06 Issue:6 Volume:132 Page:864-872
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Inoue Kazuo¹²³⁴⁵,Suita Keiichiro¹²³⁴⁵,Takeuchi Ichiro¹²³⁴⁵,Chusilp Praween¹²³⁴⁵,Nakashima Masayoshi¹²³⁴⁵,Zhou Feng¹²³⁴⁵

Affiliation:

1. Professor, Dept. of Architecture and Architectural Systems, Kyoto Univ., Katsura, Kyoto 615-8504, Japan.

2. Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Uji, Kyoto 611-0011, Japan (corresponding author).

3. Senior Researcher, Steel Structure Research and Development Center, Nippon Steel Corp., Futtsu, Chiba 293-0011, Japan.

4. Postdoctoral Fellow, Disaster Prevention Research Institute, Kyoto Univ., Uji, Kyoto 611-0011, Japan.

5. Professor, Disaster Prevention Research Institute, Kyoto Univ., Uji, Kyoto 611-0011, 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%290733-9445%282006%29132%3A6%28864%29

Reference20 articles.

1. Architectural Institute of Japan. (1995). Reconnaissance Rep. on Damage to Steel Building Structures Observed from the 1995 Hyogoken Nanbu Earthquake Kinki Branch Osaka (in Japanese with attached abridged English version).

2. Architectural Institute of Japan. (1996). “Japanese architectural standard specification: JASS 6 steel work.” Tokyo (in Japanese).

3. Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA350 Washington D.C.

4. Tests on steel column bases with t-stub connections;Feng Z.;J. Struct. Constr. Eng.,2004

5. Experimental study on delayed fracture of high strength bolt (Part 2 Exposure tests);Hirai K.;J. Struct. Constr. Eng.,2002

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