Downloads: 80

Files in This Item:
File Description SizeFormat 
aij_77_453.pdf3.56 MBAdobe PDFView/Open
Title: スカラップの有無が変形能力に及ぼす影響 - 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力 その2 -
Other Titles: EFFECT OF WELD ACCESS HOLE ON DEFORMATION CAPACITY Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 2
Authors: 高塚, 康平  kyouindb  KAKEN_id
真鍋, 義貴  KAKEN_name
吹田, 啓一郎  KAKEN_name
田中, 剛  KAKEN_name
津嘉田, 敬章  KAKEN_name
蘇, 鐘鈺  KAKEN_name
Author's alias: TAKATSUKA, Kouhei
MANABE, Yoshiki
SUITA, Keiichiro
TANAKA, Tsuyoshi
TSUKADA, Takaaki
SU, Zhongyu
Keywords: Beam-to-column connection
deformation capacity
cyclic loading test
weld access hole
crack propagation
柱梁接合部
変形能力
繰返し載荷実験
スカラップ
亀裂進展
Issue Date: Mar-2012
Publisher: 一般社団法人日本建築学会
Journal title: 日本建築学会構造系論文集
Volume: 77
Issue: 673
Start page: 453
End page: 459
Abstract: This paper presents results of full-scale cyclic loading tests under constant deformation amplitude conducted to evaluate deformation capacity of welded beam-to-column connection adopted in a moment frame. Test specimens are designed and fabricated to investigate the effect of the weld access hole on deformation capacity. The relationships between ductility and cumulative plastic deformation is revealed from test results. The relationships between crack propagation at welded joint and strength of connection is evaluated regarding connection details and deformation amplitude.
Description: Transactions of AIJ. Journal of structural and construction engineering
Rights: ©日本建築学会
本文データは学協会の許諾に基づき登録したものである
著者の承諾を受け、登録したものである
URI: http://hdl.handle.net/2433/189235
Appears in Collections:Journal Articles

Show full item record

Export to RefWorks


Export Format: 


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.