STIFFNESS EQUATIONS OF LARGE-SIZE QUADRILATERAL PLATE ELEMENTS UNDER BENDING OR IN-PLANE FORCES
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1993/465/1993_465_67/_pdf
Reference14 articles.
1. 1) Cheung, Y. K., King, I. P. and Zienkiwicz, O. C.: Slab bridges with arbiturary shape and Support conditions; a general method of analysis based on finite elements, Proc. Inst. Civ. Engrs, Part 2, Vol. 40, pp. 9-36, 1968.
2. 2) Gustafson, W. C. and Wright, R. N.: Analysis of skewed composite girder bridges, J. struc. Div. Proc. of ASCE, Vol. 94, ST. 4, pp. 919-941, 1968.
3. 3) Mizusawa, T. and Kajita, T.: Analysis of skew plates in bending by using B-spline functions, Memoirs of Daido Institute of Technology, 14, pp. 85-91, 1979.
4. 4) Mizusawa, T., Kajita, T. and Naruoka, M.: Analysis of skew plate problems with various constrains, J. of sound and vibrations, 73, pp. 575-584, 1980.
5. 5) Brown, T. G. and Ghali, A.: Semi-analytic solution of skew plates in bending, Proc. Instn. Civ. Engr., part 2, Vol. 57, pp. 165-175, 1974.
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