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RISDiscussion of “<i>Stability Functions for Three‐Dimensional Beam‐Columns</i>” by Shantaram G. Ekhande, Mohan Selvappalam, and Murty K. S. Madugula (February, 1989, Vol. 115, No. 2)
Publisher: American Society of Civil Engineers
Discussion of “<i>Dynamic Timoshenko Beam‐Columns on Elastic Media</i>” by Franklin Y. Cheng and Chris P. Pantelides (July, 1988, Vol. 114, No. 7)
Publisher: American Society of Civil Engineers
Discussion of “<i>New Formulation for Vibration Analysis</i>” by R. J. Melosh and H. A. Smith (March, 1989, Vol. 115, No. 3)
Publisher: American Society of Civil Engineers
Discussion of “<i>Distortional Buckling Solutions for Continuous Composite Beams</i>” by Mark Andrew Bradford and Zhi Gao (January, 1992, Vol. 118, No. 1)
Publisher: American Society of Civil Engineers
Bending Analysis of Mindlin Plates by Extended Kantorovich Method
Publisher: American Society of Civil Engineers
Abstract: In this paper, the extended Kantorovich method originally proposed by Kerr is further extended to the bending problem of rectangular Mindlin plates. A substantial extension made in this study, in addition to the employment ...
Discretized Subregion Variational Principle for Dynamic Substructuring
Publisher: American Society of Civil Engineers
Abstract: The purpose of this paper is to derive and apply the relationships of the dynamic substructure synthesis method, based on the subregion variational principle of elastodynamics in discrete form. Two theorems are derived for ...
Distortional Buckling Curves for Composite Beams
Publisher: American Society of Civil Engineers
Abstract: This paper presents simple elastic analysis of uniformly loaded composite steel‐concrete beams simply supported, but with an additional spring having arbitrary stiffness to restrain in‐plane rotation at each end that can ...
Buckling and Vibration Analysis of Laminated Panels Using VICONOPT
Publisher: American Society of Civil Engineers
Abstract: The analysis aspects of the 23,000‐line FORTRAN program VICONOPT are described. Overall stiffness matrices assembled from the earlier exact VIPASA flat plate stiffnesses are optionally coupled by Lagrangian multipliers to ...