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.
Saved in:
Main Authors: | , , |
---|---|
Other Authors: | |
Format: | Research Report |
Published: |
2008
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/6839 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
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. |
---|