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Computers & Structures - v. 54, n. 1 (janvier 1995)

Publié:	janvier 1995

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Ng, S. F. / Chen, X.	Analysis of arbitrary Mindlin plates or bridge decks by spline finite strip method	111-118
Harlow, D. G. / Delph, T. J.	A computational probabilistic model for creep-damaging solids	161-166
Gendy, A. S. / Saleeb, A. F.	Consistent mixed model for stability of stiffened panels with cut-outs	119-130
Bernspång, L. / Samuelsson, A. / Küssner, M. / Wriggers, P.	The consistent strain method in finite element plasticity	27-33
Isreb, M.	Constitutive electrical-structural engineering finite element modelling education relations	177-179
Fu, C. C. / Hsu, Y. T.	The development of an improved curvilinear thin-walled Vlasov element	147-159
Pekau, O. A. / Zielinski, Z. A. / Lin, L.	Displacement and natural frequencies of tall building structures by finite story method	1-13
Stanley, A. Joseph / Ganesan, N.	Dynamic response of cantilever beams with discontinuity in thickness subjected to a point load	167-176
Kumelj, T. / Kosel, F.	Elastic stability of thin annular plates made of rectilinearly orthotropic material	141-145
Kumbasar, N. / Aksu, T.	A finite element formulation for moderately thick shells of general shape	49-57
Daniel, W. J. T. / Mee, D. J.	Finite element modelling of a three-component force balance for hypersonic flows	35-48
Sridhar, C. / Rao, K. P.	Large deformation finite element analysis of laminated circular composite plates	59-64
Bell, B. C. / Surana, K. S.	p-Version least squares finite element formulation for two-dimensional incompressible Nnewtonian and non-Newtonian non-isothermal fluid flow	83-96
Deolasi, P. J. / Datta, P. K.	Parametric instability characteristics of rectangular plates subjected to localized edge loading (compression or tension)	73-82
Tin-Loi, F.	Plastic limit analysis of plane frames and grids using GAMS	15-25
Thanedar, P. B. / Chamis, C. C.	Reliability considerations in composite laminate tailoring	131-139
Mansour, A. M. A.	A study of a four-node rectangular element based on a displacement field that satisfies the equations of equilibrium	65-71
Karayannis, C. G.	Torsional analysis of flanged concrete elements with tension softening	97-110

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IssueID
25999
Publié(e) le:
05.01.2019
Modifié(e) le:
05.01.2019

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