AN APPROACH TO STRENGTHENING DESIGN OF NEWLY ADDED STEEL GIRDER-CONCRETE COLUMN JOINT

Wang Hao; Yu Yin-quan; Jiang Hang-jun; Shen Lin; Hu Tian-bing; Qu Zhe

doi:10.13204/j.gyjz200610028

Volume 36 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(10): 101-103

Wang Hao, Yu Yin-quan, Jiang Hang-jun, Shen Lin, Hu Tian-bing, Qu Zhe. AN APPROACH TO STRENGTHENING DESIGN OF NEWLY ADDED STEEL GIRDER-CONCRETE COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 101-103. doi: 10.13204/j.gyjz200610028

Citation:

Wang Hao, Yu Yin-quan, Jiang Hang-jun, Shen Lin, Hu Tian-bing, Qu Zhe. AN APPROACH TO STRENGTHENING DESIGN OF NEWLY ADDED STEEL GIRDER-CONCRETE COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 101-103. doi: 10.13204/j.gyjz200610028

Citation:

PDF( 0 KB)

AN APPROACH TO STRENGTHENING DESIGN OF NEWLY ADDED STEEL GIRDER-CONCRETE COLUMN JOINT

doi: 10.13204/j.gyjz200610028

1.
1 China Design and Research Institute of Building Standards Beijing 100044;
2.
2 Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2006-03-20
Publish Date: 2006-10-20

Abstract

Abstract

According to a practical project and with a view to the relations between the newly-added steel girder and the original concrete column, it is introduced a girder-concrete joint, which is analysed through different models.
- joint,
- strengthen