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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Computers & Structures - v. 34, n. 3 (janvier 1990)

Publié:	janvier 1990

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Choi, J. H. / Choi, K. K.	Direct differentiation method for shape design sensitivity analysis using boundary integral formulation	499-508
Taheri, Michael R. / Ting, Edward C.	Dynamic response of plates to moving loads: Finite element method	509-521
Shun-Ching, Lee / Chen, Cha'o-Kuang	Finite element solution for turbulent forced convection between parallel plates	387-393
Al-Kaabi, S. A. / Aksu, G.	Free vibration analysis of mindlin plates with parabolically varying thickness	395-399
Lee, Sen Yung	Free vibrations of non-uniform beams resting on non-uniform elastic foundation with general elastic end restraints	421-429
Jain, A. K.	Inelastic response of reinforced concrete frames subjected to the 1985 Mexico earthquake	445-454
Stone, Todd A. / Santos, JoséL T. / Haug, Edward J.	An interactive pre-processor for structural design sensitivity analysis and optimization	375-385
Wakefield, R. R. / Tin-Loi, F.	Mathematical programming and uniqueness in nonholonomic plasticity	477-483
Deshmukh, Gajanan / Pecht, Michael	A modified Powell method for six-degrees-of-freedom platform kinematics	485-491
Forde, Bruce W. R. / Foschi, Ricardo O. / Stiemer, Siegfried F.	Object-oriented finite element analysis	355-374
Kar, R. C. / Sujata, T.	Parametric instability of an elastically restrained cantilever beam	469-475
Viladkar, M. N. / Godbole, P. N. / Noorzaei, J.	Some new three-dimensional infinite elements	455-467
Yang, L. / Ye, L. Y.	Study of the behavior of a composite multi-bolt joint	493-497
Szabó, L.	Tangent modulus tensors for elastic-viscoplastic solids	401-419
Militello, Carmelo / Felippa, Carlos A.	A variational justification of the assumed natural strain formulation of finite elements—I. Variational principles	431-438
Militello, Carmelo / Felippa, Carlos A.	A variational justification of the assumed natural strain formulation of finite elements—II. The C0 four-node plate element	439-444

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IssueID
26443
Publié(e) le:
05.01.2019
Modifié(e) le:
05.01.2019

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