THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE

Zheng Wenzhong; Zhang Geming; Wang Ying

doi:10.13204/j.gyjz200406025

Volume 34 Issue 6

Dec. 2014

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Zheng Wenzhong, Zhang Geming, Wang Ying. THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 77-78,87. doi: 10.13204/j.gyjz200406025

Citation:

Zheng Wenzhong, Zhang Geming, Wang Ying. THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 77-78,87. doi: 10.13204/j.gyjz200406025

Zheng Wenzhong, Zhang Geming, Wang Ying. THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 77-78,87. doi: 10.13204/j.gyjz200406025

Citation:

Zheng Wenzhong, Zhang Geming, Wang Ying. THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 77-78,87. doi: 10.13204/j.gyjz200406025

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THOUGHT OF THREE QUESTIONS IN DESIGN OF CONCRETE STRUCTURE

doi: 10.13204/j.gyjz200406025

1.
School of Civil Engineering,Harbin Institute of Technology Harbin 150090

Received Date: 2003-09-11
Publish Date: 2004-06-20

Abstract

Abstract

It has been discussed that the values of section effective depth in shear??bearing capacity calculation of concrete oblique section, effective compression flange width of beams in cast??in??situ concrete ribbed floor and the relative depth of compression zone of concrete members in bending in bending and compression; and some corresponding suggestions are presented.These can be acted as reference for structures design.
- concrete member,
- relative depth of compression zone,
- effective width of comprssion flange,
- effective depth of section