Civil Engineering Association

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Computers & Structures Volume 86 (January...December 2008)

Computers & Structures, Volume 86

Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics.
Computers & Structures also publishes articles that present a substantial review of areas embraced by the journal.

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Computers & Structures (June 2010)

Computers & Structures Volume 88, Issues 11-12, Pages 649-812 (June 2010)

Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics.
Computers & Structures also publishes articles that present a substantial review of areas embraced by the journal.

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Computers & Structures (July 2010)

Computers & Structures, Volume 88, Issues 13-14, Pages 813-888(July 2010)

Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics.
Computers & Structures also publishes articles that present a substantial review of areas embraced by the journal.

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Computers & Structures (Auguest 2010)

Computers & Structures- Volume 88, Issues 15-16, Pages 889-962 (August 2010)

Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics.
Computers & Structures also publishes articles that present a substantial review of areas embraced by the journal.

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Computers & Structures (September 2010)

Computers & Structures-Volume 88, Issues 17-18, Pages 963-1048 (September 2010)

Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics.
Computers & Structures also publishes articles that present a substantial review of areas embraced by the journal.

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Computers & Structures (September 2010)

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Computers & Structures (August and September 2010)

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Move limits definition in structural optimization with sequential linear programming. Part II: Numerical examples

A variety of numerical methods have been proposed in literature in purpose to deal with the complexity and nonlinearity of structural optimization problems. In practical design,sequential linear programming (SLP) is very popular because of its inherent simplicity and because linear solvers (e.g. Simplex) are easily available. However,SLP performance is sensitive to the efinition of proper move limits for the design variables which task itself often involves considerable heuristics. This research presents a new SLP algorithm (LESLP) that implements an advanced technique for defining the move limits. The linearization error sequential linear programming (LESLP) algorithm is formulated so to overcome the traditional limitations of the SLP method. In a companion paper [Comput. Struct. 81 (2003) 197] the basics of the LESLP formulation along with a guide to programming are provided. The new algorithm is successfully tested in weight minimisation problems of truss structures with up to hundreds of design variables and thousands of constraints: sizing and configuration problems are considered. Optimization problems of non-truss structures are also presented. The numerical efficiency,advantages and drawbacks of LESLP are discussed and compared to those of other SLP algorithms recently published or implemented in commercial software packages.

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A Newmark-based method for the stability of columns

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Non-linear analysis of disposable knee bracing

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