STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Earthquake-Resistant Ability of Low or Middle Rise Steel Building Structures Part. 1 Outlines of the Investigated Structures and Structural Members
Hiroshi MASUDAAtsuo TANAKASatoshi AKITAKentarou MAEDA
Author information
JOURNAL FREE ACCESS

1998 Volume 5 Issue 19 Pages 65-72

Details
Abstract
In this paper the result of a research about the structural members, those connections and structural characteristics of 92 existing low and middle rise steel buildings are summarized. The structure of all those buildings are designed as pure moment resisting frames. All beam-to-column connections are designed as shop welding type rigid connections. Most of the designed ultimate bending strength of the beam joints are larger than 1.2 times of the full plastic moment of the connected beams. The ratio of the yield strength of panel zone to the plastic bending strength of connected members and the ratio of the plastic bending strength of columns to that of beams are also investigated.
Content from these authors
© Japanese Society of Steel Construction
Previous article Next article
feedback
Top