RESEARCH ON THE BEARING CAPACITY OF ANGLE MEMBERS UNDER AXIAL FORCE BASED ON CHINESE AND AMERICAN TECHNICAL STANDARDS IN TRANSMISSION STEEL TOWER DESIGN

Ye Xin

doi:10.13204/j.gyjz201505031

Volume 45 Issue 5

Jul. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(5): 146-151

Yang Zijiang. EXPLORATION OF ENERGY-SAVING OF TOWN HOUSINGS IN HOT SUMMER AND COLD WINTER AREA[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 16-18,42. doi: 10.13204/j.gyjz200507006

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Ye Xin. RESEARCH ON THE BEARING CAPACITY OF ANGLE MEMBERS UNDER AXIAL FORCE BASED ON CHINESE AND AMERICAN TECHNICAL STANDARDS IN TRANSMISSION STEEL TOWER DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 146-151. doi: 10.13204/j.gyjz201505031

Yang Zijiang. EXPLORATION OF ENERGY-SAVING OF TOWN HOUSINGS IN HOT SUMMER AND COLD WINTER AREA[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 16-18,42. doi: 10.13204/j.gyjz200507006

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RESEARCH ON THE BEARING CAPACITY OF ANGLE MEMBERS UNDER AXIAL FORCE BASED ON CHINESE AND AMERICAN TECHNICAL STANDARDS IN TRANSMISSION STEEL TOWER DESIGN

doi: 10.13204/j.gyjz201505031

Ye Xin

Publish Date: 2015-05-20

Abstract

Abstract

This paper concerns the analysis and calculation of the bearing capacity of angle members under axial force in transmission steel tower design based on Chinese Code for Design of Steel Structures (GB 500172003)，Chinese Technical Code for Design of Tower and Pole Structures of Overhead Transmission Line ( DL/T 51542012 )， American Specification for Structural Steel Buildings ( ANSI /AISC 360 － 05 ) and The Design of Latticed Steel Transmission Structures(ASCE 10 － 97)． It was mainly focused on the comparison between relative Chinese and American standards on the calculation of stability factor and bearing capacity and calculation examples were given based on DL/T 51542012 and ASCE 10 － 97，which provided references for the corresponding design of project．
- design criterion,
- angle members under axial compression,
- angle members under axial tension,
- stability factor,
- bearing capacity,
- modified coefficient of slenderness ratio

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