Computers & Structures - v. 32, n. 5 (janvier 1989)

Publié:	janvier 1989

Auteur(s)	Titre	Page(s)
Szyszkowski, W. / Watson, L. G. / Fietkiewicz, B.	Bimodal optimization of frames for maximum stability	1093-1104
Allman, D. J.	Calculation of the stable equilibrium paths of discrete conservative systems with singular points	1045-1054
Wang, Shoumei	A conception of module library and data base management system for finite element analysis	1073-1083
Shanmugam, N. E. / Huang, Rose / Yu, C. H. / Lee, S. L.	Corner supported isosceles triangular orthotropic plates	963-972
de Figueiredo, Luiz Henrique / Gattass, Marcelo	A database management system for efficient storage of structural loadings	1025-1034
Ruiz, C. / Salvatorelli-D'Angelo, F. / Thompson, V. K.	Elastic response of thin-wall cylindrical vessels to blast loading	1061-1072
Li, Z. H. / Owen, D. R. J.	Elastic-plastic analysis of laminated anisotropic shells by a refined finite element laminated model	1005-1024
Liu, S.	A finite element analysis procedure using simple quadrilateral plate/shell elements	937-944
Wu, H. W. / Chiu, C. P.	Finite element model for thermal system in real time operation diesel piston	997-1004
Krenk, Steen / Jeppesen, Bo	Finite elements for beam cross-sections of moderate wall thickness	1035-1043
	First international symposium on unique underground structures	1201
Tamma, Kumar K. / Saw, Kong C.	Hierarchical p-version finite elements and adaptive a posteriori computational formulations for two-dimensional thermal analysis	1183-1194
Padovan, Joe / Gute, Doug / Johnson, Keith	Hierarchical poly tree computer architectures defined by computational multidisciplinary mechanics	1133-1163
Senjanović, Ivo / Fan, Ying	A higher-order flexural beam theory	973-986
Kant, T.	A higher-order theory for free vibration of unsymmetrically laminated composite and sandwich plates—finite element evaluations	1125-1132
Xu, Jiaxian	An improved method for partial eigensolution of large structures	1055-1060
Thambiratnam, David P. / Irvine, H. Max	Microcomputer analysis of torsionally coupled multistorey buildings—I. Shear beam model	1175-1182
Pi, Yong Lin / Mickleborough, N. C.	Modal identification of a vibrating structure in the time domain	1105-1115
Lien-Wen, Chen / Jeng-Ying, Yang	Nonconservative stability of a bimodulus beam subjected to a follower force	987-995
Qaqish, Samih S.	Nonlinear structural analysis of a conservative system	945-952
Chiang, C. R.	A numerical method for solving elastic fracture problems	1195-1197
	Second world congress on computational mechanics (WCCM) international association for computational mechanics (IACM) Institute for computer applications (ICA), University of Stuttgart, FRG 27–31 August 1990	1201-1202
Tedesco, Joseph W. / Landis, David W. / Kostem, Celal N.	Seismic analysis of cylindrical liquid storage tanks	1165-1174
Agrawal, O. P. / Kumar, R.	A superelement model for analysis of multi-body system dynamics	1085-1091
Cao, Li	TAP-86: A three-dimensional frame analysis program for tall buildings	953-962
Thangaratnam, Kari R. / Ramachandran, J.	Thermal buckling of composite laminated plates	1117-1124

Auteur(s)

Titre

Page(s)

Szyszkowski, W. / Watson, L. G. / Fietkiewicz, B.

Bimodal optimization of frames for maximum stability

1093-1104

Allman, D. J.

Calculation of the stable equilibrium paths of discrete conservative systems with singular points

1045-1054

Wang, Shoumei

A conception of module library and data base management system for finite element analysis

1073-1083