Optimization of procedure for structure design and analysis

A semi-analytical, semi-numerical formulation is presented to obtain the critical buckling loads for uniaxially compressed structural members. The method is ideally suitable for use with a desk top computer.

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Bibliographic Details
Main Authors: Khong, Poh Wah., Soh, Ai Kah., Ong, Lin Seng.
Other Authors: School of Mechanical and Production Engineering
Format: Research Report
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/6839
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Institution: Nanyang Technological University
Description
Summary:A semi-analytical, semi-numerical formulation is presented to obtain the critical buckling loads for uniaxially compressed structural members. The method is ideally suitable for use with a desk top computer.