ARRANGEMENT OF STUD SHEAR CONNECTORS TO REDUCE FATIGUE CRACKING AT THE TOP OF VERTICAL STIFFENERS
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1995/525/1995_525_97/_pdf
Reference15 articles.
1. 1) 大倉一郎: 鋼橋の疲労, 東洋書店, pp. 175-227, 1994.
2. 2) Kato, S., Yoshikawa, O., Terada, H. and Matsumoto, Y.: Studies on fatigue damages based on strain measurement of a highway bridge, 土木学会論文集, 第362号, pp. 199-208, 1985.
3. 3) Miki, C., Takenouchi, H., Mori, T. and Ohkawa, S.: Repair of fatigue damage in cross bracing connections in steel girder bridges, 土木学会論文集, 第404号, pp. 53-61, 1989.
4. 4) Okura, I., Hirano, H. and Yubisui, M.: Stress measurement at cross beam connections of plate girder bridge, Tech. Reports of Osaka Univ., Vol. 37, No. 1883, pp. 151-160, 1987.
5. 5) Okura, I. and Fukumoto, Y.: Fatigue of cross beam connections in steel bridges, IABSE, 13th Congress, Helsinki, Finland, pp. 741-746, 1988.
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1. Experimental Study on the Arrangement of the Headed Studs Near the Intermediate Cross Beams of Composite Two-I-Girder Bridges Yoshiyuki YASUKAWA, Naofumi INABA, Hideaki SAITO and Kazuo OHGAKI;Doboku Gakkai Ronbunshu;2004-01-21
2. FATIGUE STRENGTH OF DRILLED HOLES UNDER MEMBRANE AND PLATE-BENDING STRESSES;Doboku Gakkai Ronbunshu;1996-04-21
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