Computers & Structures - v. 33, n. 2 (janvier 1989)

Publié:	janvier 1989

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Bajer, Czesław I.	Adaptive mesh in dynamic problems by the space-time approach	319-325
Chulya, Abhisak / Mullen, Robert L.	Assumed strain distributions for a finite strip plate bending element using Mindlin-Reissner plate theory	513-521
Cook, Robert D.	Axisymmetric finite element analysis for pure moment loading of curved beams and pipe bends	483-487
Tei-Chen, Chen / Cheng-I, Weng	Coupled transient thermoelastic response in an axi-symmetric circular cylinder by Laplace transform-finite element method	533-542
Sloan, S. W. / Ng, W. S.	A direct comparison of three algorithms for reducing profile and wavefront	411-419
Ramamurti, V. / Narayanan, N. C.	Dynamic stress analysis of roller clutch sleeve	403-410
	Elastic and elasto-plastic analysis of shell structures using the assumed strain elements	327-335
Chen, J. K. / Tu, D. W. / Chin, H.	Elastic-plastic analysis of interlaminar stresses in composite laminates due to bending and torsion	385-393
Springfield, C. W. / Brunair, R. M.	End-fixity determination of vibrating structural components	453-458
Chandra, Satish / Prathap, Gangan	A field-consistent formulation for the eight-noded solid finite element	345-355
Palazotto, A. N. / Mercer, J. G.	Finite element elastic-plastic analysis of cracks	363-373
Lam, K. Y. / Chow, S. T. / Liew, K. M.	Finite element-holography-influence coefficient based method for more accurate vibration studies	593-600
Kuo-Jiun, Lin / Pong-Jeu, Lu / Jiann-Quo, Tarn	Flutter analysis of composite panels using high-precision finite elements	561-574
Chandrashekhara, K.	Free vibrations of anisotropic laminated doubly curved shells	435-440
Lee, Sen Y. / Yen, Wen J.	Hygrothermal effects on the stability of a cylindrical composite shell panel	551-559
Springfield, C. W. / Joshi, A. D.	Interfacial friction effects on the mechanics of stacked beams	441-451
Simões, L. M. C.	Isolated global optimality in truss sizing problems	375-384
Levy, Robert	Linear programming in prestressed trusses	421-425
Soriano, H. L. / Haas, J. W.	Matrix compatibility of interface between thin-walled open-section column and beam	583-591
Yang, L. / Ma, Z. K.	A method of reliability analysis and enumeration of significant failure modes for a composite structural system	337-344
Zhang, L. G. / Yu, T. X.	Modified adaptive Dynamic Relaxation method and its application to elastic-plastic bending and wrinkling of circular plates	609-614
Gu, Randy J.	Moving finite element analysis for two-dimensional frictionless contact problems	543-549
Chyi-Horng, Sheu / de Roeck, G. / Van Laethem, M. / Geyskens, P.	Multi-level substructuring and an experimental self-adaptive newton-raphson method for two-dimensional nonlinear analysis	489-497
Baniotopoulos, C. C.	Optimal control of submarine cables in unilateral contact with the sea-bed profile	601-608
Salamon, N. J.	Receding/advancing contact of structural elements simplified	509-512
Anekwe, C. M.	Reduction of arithmetic operation in member stiffness matrix transformation	357-361
Ine-Wei, Liu / Chien-Chang, Lin	A refined optimality criterion technique applied to aircraft wing structural design	427-434
Lee, Sang H.	Rudimentary considerations for effective quasi-newton updates in nonlinear finite element analysis	463-476
Ibrahimbegovic, A. / Wilson, E. L.	Simple numerical algorithms for the mode superposition analysis of linear structural systems with non-proportional damping	523-531
Kar, R. C. / Neogy, S.	Stability of a rotating, pre-twisted, non-uniform cantilever beam with tip mass and thermal gradient subjected to a non-conservative force	499-507
Raju, K. Kanaka / Rao, G. Venkateswara	Stability of moderately thick annular plates subjected to a uniform radial compressive load at the outer edge	477-482
Gajer, Grzegorz / Dux, Peter F.	Strain-softening analysis of concrete structures	575-582
Lu, Xian / Lin, Jiahao / Zhong, Wanxie	Subspace iteration method in multi-level substructure systems	459-462
Poceski, Apostol	A variational approach in the finite element method	395-402

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26420
Publié(e) le:
05.01.2019
Modifié(e) le:
05.01.2019

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Computers & Structures - v. 33, n. 2 (janvier 1989)

Articles dans ce numéro

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Computers & Structures - v. 33, n. 2 (janvier 1989)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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