DESIGN METHODS OF ANCHORS PLATES AS TENSION FOUNDATIONS OF TENSILE CABLE-MEMBRANE STRUCTURES

Ding Peimin; Xiao Zhibin; Qiu Tao

doi:10.13204/j.gyjz200404015

Volume 34 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 49-52

Ding Peimin, Xiao Zhibin, Qiu Tao. DESIGN METHODS OF ANCHORS PLATES AS TENSION FOUNDATIONS OF TENSILE CABLE-MEMBRANE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 49-52. doi: 10.13204/j.gyjz200404015

Citation:

Ding Peimin, Xiao Zhibin, Qiu Tao. DESIGN METHODS OF ANCHORS PLATES AS TENSION FOUNDATIONS OF TENSILE CABLE-MEMBRANE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 49-52. doi: 10.13204/j.gyjz200404015

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DESIGN METHODS OF ANCHORS PLATES AS TENSION FOUNDATIONS OF TENSILE CABLE-MEMBRANE STRUCTURES

doi: 10.13204/j.gyjz200404015

1.
Architecture Design Institute,Zhejiang University Hangzhou 310027

Received Date: 2003-06-03
Publish Date: 2004-04-20

Abstract

Abstract

The working mechanisms and design methods of anchor plates, one of the applicable tension foundations of tensile cable-membrane structures are introduced. Design approaches based on uplift capability are discussed and the appropriate methods are proposed.The safety factors and constructions of anchor plates are also introduced.
- tensile cable membrane structure,
- anchor plate,
- uplift capability,
- uplift displacement,
- safety factors