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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Computers & Structures - v. 39, n. 3-4 (Januar 1991)

Erschienen:	Januar 1991

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Bardet, J. P. / Proubet, J.	Adaptative dynamic relaxation for statics of granular materials	221-229
Al-Nasra, M. / Nguyen, D. T.	An algorithm for domain decomposition in finite element analysis	277-289
Shah, C. G. / Murty, A. V. Krishna	Analysis of edge delaminations in laminates through combined use of quasi-three-dimensional, eight-noded, two-noded and transition elements	231-242
Zhou, Wei / Wei, Xioulin	A directly condensational method for a complicated optimal model	387-389
Tesár, Alezander / Tesár, Alexander / Tvrdý, P.	Dynamic analysis of guyed masts provided with a new system of damping	349-367
Berry, K. J.	An efficient C-based wavefront solver for PC finite element applications	303-315
Shiau, L.-C. / Chang, J.-T.	Finite element analysis of supersonic flutter of multibay composite panels	269-276
Saje, M.	Finite element formulation of finite planar deformation of curved elastic beams	327-337
Jeong, G. D. / Branstetter, L. J.	Moments of an uncertain linear oscillator: Errors due to time-discretized approximations to white-noise excitation	291-301
Surana, K. S. / Orth, N. J.	p-version hierarchical axisymmetric shell element	257-268
Wagner, W.	A path-following algorithm with quadratic predictor	339-348
Chen, C.-J. / Gutkowski, R. M. / Puckett, J. A.	Spline compound strip analysis of folded plate structures with intermediate supports	369-379
Nandakumar, C. G. / Rajagopalan, K.	Stability analysis of subsea shells using constant meridional curvature finite element	249-256
Sung-Kie, Youn	Study of buckle propagation and its arrest on a beam on a nonlinear foundation using finite element method	381-386
Zhu, J. X. / Cao, Z. Y. / Cheung, Y. K.	Transient stress analysis of grooved and stepped shafts by time domain semi-analytical boundary element method	243-247
Delpak, R. / Peshkam, V.	A variational approach to geometrically non-linear analysis of asymmetrically-loaded rotational shells—I. Theory and formulation	317-326

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