コンクリ-トスラブ付き角形鋼管柱 ・H形鋼はり接合部の復元力特性に関する研究

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/4211
File
Title
コンクリ-トスラブ付き角形鋼管柱 ・H形鋼はり接合部の復元力特性に関する研究
Title Alternative
A Study on Restoring Force Characteristics of Box Column-to-H Shaped Beam Connections with Concrete Slab.
Author
氏名 高松 隆夫
ヨミ タカマツ タカオ
別名 Takamatsu Takao
氏名 松尾 彰
ヨミ マツオ アキラ
別名 Matsuo Akira
氏名 椋代 仁朗
ヨミ ムクダイ ヨシロウ
別名 Mukudai Yoshiro
氏名 石田 隆宏
ヨミ イシダ タカヒロ
別名 Ishida Takahiro
Subject
beam-to-column connection
concrete slab
hinge line theory
plastic panel moment
restoring force characteristics
Abstract

The cruciform specimens of the box column-to-H shaped beam connections with concrete slab were carried out under cyclic loading, and the plastic panel moments of the beam-to-column connections with concrete slab were estimated by the hinge line theory. The following conclusions were obtained. 1) The strength of the beam-to-column connection with concrete slab is increased under the influence of concrete slab. 2) The plastic panel moments of the beam-to-column connections with concrete slab estimated by the hinge line theory are good agreement with the experimental results. 3) The restoring force characteristics of the beam-to-column connections with concrete slab under cyclic loading are predicted by applying the kinematic hardening rule to the characteristics under monotonic loading.

Journal Title
広島工業大学研究紀要
Volume
31
Spage
149
Epage
158
Published Date
1997
Publisher
広島工業大学
ISSN
03851672
NCID
AN0021271X
Language
jpn
NIIType
Departmental Bulletin Paper
Text Version
出版社版
Old URI
Set
it-hiroshima