STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Study on the Method of Setting M-φ Models for Steel Pipe Bridge Piers Based on Cyclic Loading Experimental Data
Kiyoshi ONONobuo NISHIMURAKazuhiro NISHIKAWAMinoru TAKAHASHIKeita NAKASU
Author information
JOURNAL FREE ACCESS

2001 Volume 8 Issue 31 Pages 97-105

Details
Abstract

In this paper, the method of setting M-φ models for the steel bridge piers with circular sections is studied. The method of setting M-φ models by using radius-thickness ratio parameters of pipe bridge piers was proposed and the adequacy of the proposed method was verified by comparing the simulation by the proposed method with cyclic loading experimental results, elasto-plastic finite displacement analysis results and the simulation by the previous method.

Content from these authors
© Japanese Society of Steel Construction
Previous article Next article
feedback
Top