GEOMETRICAL NONLINEAR ANALYSIS OF CURVED I-GIRDERS UNDER BENDING USING MIXED FINITE ELEMENT METHOD
Author:
Affiliation:
1. the Japan Society of Civil Engineers
2. Engineering Research Laboratory, Waseda University
3. Department of Civil Engineering, Waseda University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1986/374/1986_374_39/_pdf
Reference19 articles.
1. 1) British Standards Institution: BS 5400, Steel, concrete and composite bridges, Part 3, Code of practice for design of steel bridges, 1982.
2. 2) The Task Committee on Curved Girders of the ASCE-AASHTO Committee on Flexural Members of the Committee on Metals of the Structural Division: Curved I-girder bridge design recommendations, Proc. ASCE, Vol. 103, No. ST5, pp. 1137-1168, May, 1977.
3. 3) Deutscher Ausschuß für Stahlbau: DASt Richtlinie 012, Beulsicherheitsnachweise für Platten, Okt., 1978.
4. 4) Culver, C. G., Dym, C. L. and Brogan, D. K.: Bending behavior of cylindrical web panels, Proc. ASCE, Vol. 98, No. ST10, pp. 2291-2308, Oct., 1972.
5. 5) Culver, C. G., Dym, C. L. and Uddin, T.: Web slenderness requirements for curved girders, Proc. ASCE, Vol. 99, No. ST3, pp. 417-430, Mar., 1973.
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1. Analytical Model of Curved I-Girder Web Panels Subjected to Bending;Journal of Bridge Engineering;1999-08
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