ANALYSIS OF LOAD INTERACTION EFFECT FOR WELDED DETAILS UNDER VARIABLE AMPLITUDE FATIGUE-Reference-Cited by-同舟云学术

ANALYSIS OF LOAD INTERACTION EFFECT FOR WELDED DETAILS UNDER VARIABLE AMPLITUDE FATIGUE

Published:2000-07-21 Issue:654 Volume:2000 Page:77-89
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

YAMADA Kentaro¹²,CAO Qiuliang¹³,KONDO Akimasa¹²

Affiliation:

1. JSCE

2. Dept. of Civil Eng., Nagoya University

3. Yokogawa Techno-Information Service Inc.

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/2000/654/2000_654_77/_pdf

Reference21 articles.

1. 1) British Standard Institution, Steel, Concrete and Composite Bridges, Code of Practice for Fatigue, British Standard 5400: Part 10, 1980.

2. 2) European Convention for Constructional Steelwork (ECCS), Technical Committee 6-Fatigue, Recommendations for the Fatigue Design of Steel Structures, 1985.

3. 3) American Association of State Highway and Transportation Officials (AASHTO), Standard Specifications for Highway Bridges, Fourteenth version, 1989.

4. 4) Japanese Society of Steel Construction (JSSC), Fatigue Design Recommendations for Steel Structures, Gihoudou, April, 1993 (in Japanese).

5. 5) Melhem, H. G. and Klippstein, K. H.: A study on variable amplitude load fatigue: Work-in Progress, Research Report No. ST6, University of Pittsburgh, Jan., 1990.

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