Fatigue Strength of Intersecting Attachments-Reference-Cited by-同舟云学术

Fatigue Strength of Intersecting Attachments

Published:2005-06 Issue:6 Volume:131 Page:924-932
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Xiao Zhi-Gang¹²,Yamada Kentaro¹²

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil Engineering, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-8603, Japan.

2. Professor, Dept. of Environmental Engineering and Architecture, Graduate School of Environmental Studies, Nagoya Univ., Furocho, Chikusa-ku, Nagoya 464-8603, 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%282005%29131%3A6%28924%29

Reference14 articles.

1. Fatigue of periodically overloaded stiffener detail;Abtahi A.;J. Struct. Div. ASCE,1976

2. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges 16th Ed. American Association of State Highway Officials Washington D.C.

3. Hobbacher A. (1996). Recommendations on fatigue of welded components. IIW document XIII-1539-96/XV-845-96 International Institute of Welding.

4. Japanese Industrial Standard (JIS). (1999). “Rolled steels for welded structure.” JIS G 3106: 1999. Revised 1999-01-20 Japanese Standards Association (in Japanese).

5. Japanese Society of Steel Construction (JSSC). (1995). “Fatigue design recommendations for steel structures [English version].” JSSC Technical Rep. No. 32 Tokyo.

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