Kou kouzou rombunshuu
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Study on Ultimate Strength and Buckling Design Method of Columns Made of High Strength Steel
Nobuhito OCHIToshiyuki KITADAToshitaka MUKAIYAMA
Author information
JOURNALS FREE ACCESS

2001 Volume 8 Issue 31 Pages 89-96

Details
Abstract

In the current Japanese Specifications for Highway Bridges, the design methods for compression members made of high strength steel are not coded. The design of such members is, therefore, carried out on the basis of the concept similar to that of mild steel, and the design concept is not rational for the members made of high strength steel. In this study, the ultimate strength of columns is investigated through a parametric study based on elasto-plastic and finite displacement analyses considering the inherent characteristics of residual stress distribution and stress-strain relationship of high strength steel. Then the buckling design method for columns made of high strength steel is investigated through the numerical results.

Information related to the author
© Japanese Society of Steel Construction
Previous article Next article
feedback
Top