THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE

Jiang De-jin; Chen Shao-fan

doi:10.13204/j.gyjz200711029

Volume 37 Issue 11

Dec. 2014

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Jiang De-jin, Chen Shao-fan. THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 102-105. doi: 10.13204/j.gyjz200711029

Citation:

Jiang De-jin, Chen Shao-fan. THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 102-105. doi: 10.13204/j.gyjz200711029

Jiang De-jin, Chen Shao-fan. THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 102-105. doi: 10.13204/j.gyjz200711029

Citation:

Jiang De-jin, Chen Shao-fan. THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 102-105. doi: 10.13204/j.gyjz200711029

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THE STRESS ON CALCULATION FORMULA IN CODE FOR DESIGN OF STEEL STRUCTURE

doi: 10.13204/j.gyjz200711029

Jiang De-jin¹,
Chen Shao-fan²

1.
1. HTC.MCC Maanshan 243005;
2.
2. Xi'an Architecture &Technical University Xi'an 710055

Received Date: 2007-02-25
Publish Date: 2007-11-20

Abstract

Abstract

An analyzing the defects in the Chinese Code for Design of Steel Structure and a comparison Chinese code with Eurocode and AISC code and relevant advises are given.
- unified standard,
- limited states,
- action,
- resistance