Kou kouzou rombunshuu
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Plastic Rotation Capacity of Beam-to-Column Connections Controlled by Initiation of Ductile Crack
Tetsuro ONOAtsushi SATO
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2003 Volume 10 Issue 40 Pages 23-32

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Abstract

Seismic behavior of steel members will be strongly influenced by the difference of material properties. To investigate the effects of material property and the shape of the H-section on the rotation capacity of beam-to-column connections, a detailed finite element analysis are used in this study. In case of considering a ductile crack at the beam-to-column connections, it is important to take into account both width thickness ratio and the ratio of plastic section modulus of web on H-beam (Zwp/Zp). The regions of width thickness ratios whose rotation capacity of beam-to-column connections is not defined by the strength degradation but by the initiation of ductile crack are indicated in this paper.

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© Japanese Society of Steel Construction
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