ブレース付き鋼構造骨組の地震応答性状に関する振動台実験

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3718
File
Title
ブレース付き鋼構造骨組の地震応答性状に関する振動台実験
Title Alternative
Shaking Table Tests for Earthquake Response Characteristics of Steel Braced Structure
Author
氏名 高松 隆夫
ヨミ タカマツ タカオ
別名 Takamatsu Takao
氏名 玉井 宏章
ヨミ タマイ ヒロユキ
別名 Tamai Hiroyuki
氏名 岡部 政和
ヨミ オカベ マサカズ
別名 Okabe Masakazu
Subject
non-compression brace
existing-type brace
shaking table experiment
response magnification factor
NDC
524.6
Abstract

Static experiments on steel frames with non-compression braces have been carried out. The brace is employed as an earthquake resisting element, and therefore the function of the non-compression brace must be efficient in dynamic loading tests. Shaking table tests on the steel frame with the non-compression braces were conducted to clarify the function of the braces. The following conclusions were drawn from the experimental results. 1) In the case of steel framed structure with conrentional braces, the braces buckled. And the response magnification factor of acceleration after brace buckling was twice higher than befor buckling. 2) In the case of steel framed structure with non-compression braces, the braces did not buckle. Therefore the response magnification factor of acceleration did not change during dynamic loading.

Journal Title
広島工業大学紀要. 研究編
Volume
41
Spage
109
Epage
116
Published Date
2007
Publisher
広島工業大学
ISSN
13469975
NCID
AA11599110
Language
jpn
NIIType
Departmental Bulletin Paper
Text Version
出版社版
Old URI
Set
it-hiroshima