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International Database and Gallery of Structures

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Computers & Structures - v. 14, n. 3-4 (January 1981)

Published:	January 1981

Articles in this Issue

Author(s)	Title	Page(s)
Milner, H. R.	Accurate finite element analysis of large displacements in skeletal frames	205-210
Panda, Suresh / Natarajan, R.	Analysis of laminated composite shell structures by finite element method	225-230
Pedersen, Pauli / Cederkvist, Jan	Analysis of non-axisymmetric vibrations and the use of basic element matrices	255-260
Jayaraman, H. B. / Knudson, W. C.	A curved element for the analysis of cable structures	325-333
Bahar, Leon Y. / Law, George E.	Dynamic response by means of functions of matrices	173-178
Mohr, G. A.	Finite element formulation by nested interpolations: Application to cubic elements	211-214
Stefanou, G. D. / Dimas, Ch.	A general method of calculating stress redistribution due to differential creep in concrete structures	231-245
Haber, Robert B. / Abel, John F. / Greenberg, Donald P.	An integrated design system for cable reinforced membranes using interactive computer graphics	261-280
Bagci, Cemil / Wong, James C. / Singh, Anant Pal	Irregular planar polar elements for stress analysis of complex systems having contact surfaces rotating members and interference fits	289-318
Wolde-Tinsae, A. M. / Huddleston, J. V.	Nonlinear three-dimensional analysis of prebuckled domes	215-224
Kant, Tarun	Numerical analysis of elastic plates with two opposite simply supported ends by segmentation method	195-203
Tessler, A. / Dong, S. B.	On a hierarchy of conforming timoshenko beam elements	335-344
Mróz, Z. / Lekszycki, T.	Optimal support reaction in elastic frame structures	179-185
Huston, Ronald L. / Kamman, James W.	A representation of fluid forces in finite segment cable models	281-287
Pao, Y. C.	Solving large structural stiffness matrix equations in resumable segments	247-254
Vasudevan, Ranganathan / DiMaggio, Frank	Transient response of submerged shells using improved acoustic approximations	187-194
Huntley, E. / Zinober, A. S. I.	Transient responses of the Timoshenko beam evaluated by the double laplace transform	319-323

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25821
Published on:
05/01/2019
Last updated on:
05/01/2019

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