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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. 18, n. 5 (janvier 1984)

Publié:	janvier 1984

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Zhang, S. H. / Lyons, L. P. R.	The application of the thin-walled box beam element to multibox bridge analysis	795-802
Derucher, Kenneth N.	Bridge pile damage upon vessel impact	931-935
Lee, Byung Chae / Kwak, Byung Man	A computational method for elasto-plastic contact problems	757-765
Te-Chang, Liauw / Kwok-Hung, Kwan	Computerized modular ratio design of reinforced concrete members subjected to axial load and biaxial bending	819-832
Choi, Chang-Koon	A conoidal shell analysis by modified isoparametric element	921-924
Johnson, A. F. / Woolf, A.	Deflection and stress analysis of orthotropic plates in flexure	911-919
Syczewski, M. / Tribiłło, R.	Division of an area in the analysis of surface plates by the mesh method	813-818
Natarajan, R. / Mirza, S.	Effect of thickness variation on stress analysis of piping elbows under internal pressure	767-778
Creust, G. J. / Torres, P. L. / Groehs, A. G.	Elastoplastic frame analysis with generalized yield function and finite displacements	925-929
Murthy, P. V. Ramana / Rao, K. P.	Finite element analysis of laminated anisotropic beams of bimodulus materials	779-787
Staab, G. H. / Chang, T. C.	A finite element analysis of the mixed mode bi-material fracture mechanics problem	853-859
Ostachowicz, Wiesław	Mixed finite element method for contact problems	937-945
Srinivasan, R. S. / Thiruvenkatachari, V.	Non-linear bending of annular sector plates using a matrix method	803-812
Endo, T. / Oden, J. T. / Becker, E. B. / Miller, T.	A numerical analysis of contact and limit-point behavior in a class of problems of finite elastic deformation	899-910
Griersoni, Donald E. / Chiu, Thomas C. W.	Optimal synthesis of frameworks under multilevel performance constraints	889-898
Prathap, Gangan	An optimally constrained 4 node quadrilateral thin plate bending element	789-794
Crisfield, M. A.	A quadratic mindlin element using shear constraints	833-852
Stefanou, G. D.	Simplified discrete method for the design of helical rectangular beams of very large width	861-874
Peirce, D. / Shih, C. F. / Needleman, A.	A tangent modulus method for rate dependent solids	875-887

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25869
Publié(e) le:
05.01.2019
Modifié(e) le:
05.01.2019

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