Temperature Joint Treatment of Changchun International Trade Center

Yin Xu; Lei Chen

doi:10.4028/www.scientific.net/AMM.501-504.599

Paper Titles

Simulation Analysis of Secondary-Load Rc Square Columns Strengthened with IFRP
p.578

Interfacial Slip Calculation of FRP Plate Strengthened RC Beams under Uniformly Distributed Loads
p.583

The Prilling Tower Wind Load Analysis
p.587

Validating a Computational Model of a Rooflight Steel Structure by Means of a Load Test
p.592

Temperature Joint Treatment of Changchun International Trade Center
p.599

Study of the Effect of Joint Trace Lengths on Failure Strength of Rock
p.603

Stress Analysis of the Submarine Framework Based on Inventor
p.607

Internal Force System and Current Secondary Moment Concept in Prestressed Structures
p.611

Comparison on Calculation Method for Post-Buckling Strength of Thin-Webbed I-Shape Member
p.620

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Temperature Joint Treatment of Changchun...

Temperature Joint Treatment of Changchun International Trade Center

Abstract:

Different temperature joint treatments in Changchun International Trade Center are discussed in detail in this thesis, and meanwhile the structure treatment of 25.5m-tall non-lateral support that is formed during the design of temperature joint structure is introduced in detail. The treatment introduced in this thesis has already been applied in the real construction practice.