Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Science Research of Sichuan》 2001-03
Add to Favorite Get Latest Update

Study of consititution relationship model for compressive masonry

ZENG Xiao ming 1,YANG Wei jun 2,SHI Chu xian 3 (1.The Eighth Design Institute,Ministry of Machine Industry,Changsha 410007,China; 2.Dept.of Architectural Engineering,Changsha Communication University,Changsha 410076,China; 3.Dept.of Civil Eng  
In this paper,based on the feature of stress strain full curve for compressive masonry and stress strain equation put forward by prof.Shi Chu xian,the existing problems in consititution relationship model are pointed,and improvement consititution relationship reflected full curve for compressive masonry is presented.The improvement consititution relationship include almost all feature expressed on compressive masonry experiment.
【CateGory Index】: TU36
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