Nonlinear Analysis of Frame Structures by Pseudodistortions

Author:

Makode Prafulla V.,Corotis Ross B.,Ramirez Martin R.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Abu Kassim A. M. and Topping B. H. V. (1985). “The theorems of structural variation for linear and nonlinear finite element analysis.” B. H. V. Topping ed. Proc. 2nd Int. Conf. on Civ. and Struct. Engrg. Computing Civil-COMP Edinburgh Scotland.

2. Static Reanalysis: A Review

3. Survey of Structural Reanalysis Techniques

4. Gierlinski J. T. Holnicki-Szulc J. and Sorenson J. D. ( 1990). “Sensitivity analysis of structures by virtual distortion method.” Reliability and optimization of structural system '90 A. Der Klureghain and P. Thoft-Christensen eds. Springer New York 139–146.

5. Gierlinski J. T. Sears R. J. and Shetty N. K. (1993). “Integrity assessment of fixed offshore structures: A case study using RASOS software.” Proc. 12th Int. Conf. Vol. II ASME New York 399–408.

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2. References;Optimization of Finite Dimensional Structures;2010-07-02

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4. The virtual distortion method—a versatile reanalysis tool for structures and systems;Structural and Multidisciplinary Optimization;2007-08-14

5. Recent developments in geometrically nonlinear and postbuckling analysis of framed structures;Applied Mechanics Reviews;2003-07-01

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