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Computers & Structures - v. 16, n. 5 (1983)

Publié:	1983

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Morley, L. S. D.	Approximation to bending trial functions for shell triangular finite elements in quadratic parametric representation	657-668
Stefanou, G. D.	Aspects of soil-structure-water interaction problems	629-638
Stefanou, G. D. / Dritsos, S. / Bakas, G. J.	The effects of additional deformations in box-beam bridges on the longitudinal stresses and transverse moments	613-628
Mizusawa, T. / Kajita, T.	Elastic limit loads of skew plates	597-602
Epstein, Marcelo / Huttelmaier, H-Peter	A finite element formulation for multilayered and thick plates	645-650
Armanios, Erian A. / Negm, Hani M.	An improved rectangular element for plate bending analysis	677-686
Kamat, Manohar P. / VandenBrink, Dennis	A new strategy for stress analysis using the finite element method	651-656
Thomas, T. J. / Nair, S. / Garg, V. K.	A numerical study of plasticity models and finite element types	669-675
Borkowski, Adam / Saran, Michał	On load carrying capacity of sway frames taking into account finite displacements	589-595
Subramanian, G. / Bose, C. Jeyachandra	On stiffness matrices for C0 continuous tetrahedra	603-611
Satyanarayana, K. / Rao, G. Venkateswara / Ramu, K. N. Seetha	Optimality criterion approach using tapered finite elements with nodal averaging technique for two-dimensional problems	639-643
Armanios, Erian A. / Negm, Hani M. / Smith, C. Virgil	A technical comment on the determination of the optimal parametric rectangular plate element	687

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25855
Publié(e) le:
05.01.2019
Modifié(e) le:
05.01.2019

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