Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Structure》 2006-09
Add to Favorite Get Latest Update

Earthquake-resistance Design Discuss of Steel Structure Rigid Joint

Xu Ke~1,Xiong Ting~2,Sun Huimin~3(1 Beijing Si Kong Architectural Design & Consulting Co.,Ltd.,Beijing 100088,China;2 China Jing Ye Construction Eng.Contract Company Shanghai Branch.,Shanghai 201206,China;3 Beijing Huatong Design & Consulting Co.,Ltd.,Beijing 100053,China)  
In the action of strong earthquake,steel frame is mostly destroyed in the position of beam-column rigid joint.The appliance characteristics of the joint of weakening or strengthening the end of beam are summarized.It is pointed out that it must increase column section or thickness of panel zone of column web to satisfy the related design code and request of strengthening column and weakening beam in seismic concept design in the application of the mode of strengthening the end of beam.According to the engineering practice,some design suggestions are put forward.
【CateGory Index】: TU391
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved