柱はり接合部の変形を考慮した鋼構造平面骨組の地震応答解析

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3717
File
Title
柱はり接合部の変形を考慮した鋼構造平面骨組の地震応答解析
Title Alternative
Earthtquake Response Analysis of Plane Framed Structures with Deformation of Beam-to-Column Connections
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 橋本 智和
ヨミ ハシモト トモカズ
別名 Hashimoto Tomokazu
Subject
平面骨組
柱はり接合部
弱パネル
パネル耐力比
エネルギー吸収能力
Plane Frame
Beam-to-Column Connection
Weak Panel
Panel Strength Ratio
Energy Absorption Capacity
NDC
524.6
Abstract

The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column connections were selected as the analytical models. From the results of the response analysis, the following conclusions were obtained. 1) The deformation and energy absorption concentrate to the story with weak columns. 2) The maximum story deformation angles are related to the total absorbed energy 3) In the case of the weak panel type, the absorbed energy of beams is transformed to the absorbed energy of beam-to-coloumn connections.

Journal Title
広島工業大学研究紀要
Volume
34
Spage
91
Epage
97
Published Date
2000
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