鋼構造平面骨組における弱パネル型柱はり接合部の骨組全体に与える影響に関する研究

URI http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3756
File
Title
鋼構造平面骨組における弱パネル型柱はり接合部の骨組全体に与える影響に関する研究
Title Alternative
A Study on Effect of Weak Panel Type Beam-to-Column Connections on Structural Behavior in Steel Plane Framed Structures
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
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 foIlowing conclusions were obtained. 1) In the case of the weak panel type, the maximum story deformation angles of first story have decreased, and absorbed energy of column have decreased. 2) The weak panels have energy absorption capacity of the structure and structural damping capacity.

Journal Title
広島工業大学研究紀要
Volume
35
Spage
141
Epage
146
Published Date
2001
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