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Optimum design of geometrically nonlinear elastic-plastic steel frames with tapered members

  • Published:1992-08 Issue:4 Volume:44 Page:915-924
  • ISSN:0045-7949
  • Container-title:Computers & Structures
  • language:en
  • Short-container-title:Computers & Structures

Author:

Hayalioglu M.S.,Saka M.P.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference17 articles.

1. Optimum structural design using linear programming;Moses;J. Struct. Div., ASCE,1964

2. Structural optimization by nonlinear programming;Brown;J. Struct. Div., ASCE,1966

3. Automated design of frame structures;Kavlie;J. Struct. Div., ASCE,1971

4. Optimum design of rigidly jointed frames;Saka;Comput. Struct.,1980

5. Use of optimality criteria methods for large scale systems;Berke;AGARD Lecture series No. 70, Structural Optimization,1974

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1. Sustainable and cost-effective optimal design of steel structures by minimizing cutting trim losses;Automation in Construction;2024-11

2. Optimization of nonlinear inelastic steel frames considering panel zones;Advances in Engineering Software;2020-04

3. Geometry and Sizing Optimization of Steel Pitched Roof Frames;Metaheuristic Optimization Algorithms in Civil Engineering: New Applications;2020

4. Geometry and Sizing Optimization of Steel Pitched Roof Frames with Tapered Members Using Nine Metaheuristics;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2018-07-10

5. A second-order flexibility-based model for steel frames of tapered members;Journal of Constructional Steel Research;2017-05
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