STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
The Accuracy of the Proposed Formulae for the Superposed Strengths of Slender RC and SRC Beam-Columns
Takashi FUJINAGA, Keigo TSUDA, Chiaki MATSUI, Daisuke FUKUMA
Author information
Keywords: composite column, design formula , superposed strength, buckling load, experimental maximum load, eccentrical compressive force
JOURNAL FREE ACCESS

1998 Volume 5 Issue 18 Pages 91-100

Details
Download PDF (1416K)
Download citation RIS

(compatible with EndNote, Reference Manager, ProCite, RefWorks)

BIB TEX

(compatible with BibDesk, LaTeX)

Text
How to download citation
Contact us
Abstract

In order to estimate the ultimate strengths of slender RC and SRC columns, new formulae have been proposed being based on the superposed strength method . In this paper, the accuracy of the formula is discussed in comparison with the experimental strength.

Content from these authors
© Japanese Society of Steel Construction
Previous article Next article
Favorites & Alerts

Recently viewed articles
Share this page
feedback
 Top