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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Computers & Structures - v. 7, n. 3 (Juni 1977)

Erschienen:	Juni 1977

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kamel, H. A. / McCabe, M. W.	Applications of GIFTS III to structural engineering problems	399-415
Almroth, B. O. / Brogan, F. A.	Automated choice of procedures in computerized structural analysis	335-342
Schnobrich, W. C.	Behavior of reinforced concrete structures predicted by the finite element method	365-376
Lipson, Samuel L. / Gwin, Larry B.	The complex method applied to optimal truss configuration	461-468
Glinert, E. / Pisanty, A.	A computer program for the geometrically nonlinear analysis of plane slender bars and frames	487-492
Suryoutomo, Herman / Gould, Phillip L. / Basu, Prodyot K.	Direct dynamic analysis of shells of revolution using high-precision finite elements	425-433
Ranlet, D. / DiMaggio, F. L. / Bleich, H. H. / Baron, M. L.	Elastic response of submerged shells with internally attached structures to shock loading	355-364
McKnight, R. L. / Sobel, L. H.	Finite element cyclic thermoplasticity analysis by the method of subvolumes	417-424
	Future trends in computerized structural analysis and synthesis	493-494
Alaylioglu, H. / Ali, R.	A hybrid stress doubly curved shell finite element	477-480
Vinnakota, Sriramulu	Inelastic stability of laterally unsupported i-beams	377-389
Wang, Shien T. / Yost, Mike I. / Tien, Yei L.	Lateral buckling of locally buckled beams using finite element techniques	469-475
Monasa, F. E.	Numerical procedure for the deflections of buckled elasto-plastic flexible bars	453-460
Cruse, T. A. / Snow, D. W. / Wilson, R. B.	Numerical solutions in axisymmetric elasticity	445-451
Davidson, James W. / Felton, Lewis P. / Mart, Gary C.	Optimum design of structures with random parameters	481-486
Pande, G. N. / Owen, D. R. J. / Zienkiewicz, O. C.	Overlay models in time-dependent non-linear material analysis	435-443
Park, K. C.	Practical aspects of numerical time integration	343-353
Garnet, Hyman / Armen, Harry	Repeated impact and rebound of an elastic-plastic bar from a rigid surface	391-397

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