Structure Mechanics Analysis with Different Construction Schemes in Large-Span Space Grid Structure

Zhen Xing Li

doi:10.4028/www.scientific.net/AMR.788.534

Paper Titles

The Seismic Performance Analysis of Brick Masonry Wall between Windows with the Isolation Seam
p.516

Reinforced Concrete Frame - Shear Wall Structure, Floor Open Hole Static Finite Element Analysis
p.521

Simulating Effect of Anchor Cable Pre-Tension to Supporting Structure
p.525

Adding Layer of Steel Structure of Safety Testing and Add Layer and Reinforcement of Feasibility Analysis
p.530

Structure Mechanics Analysis with Different Construction Schemes in Large-Span Space Grid Structure
p.534

Analysis on the Ductility Performance of Reinforced Concrete Coupling Beams in Shear Wall Structure
p.538

Analysis of Transformation Layer in Frame Supported Shear Wall
p.542

Loading Height on Reinforced Brick Masonry Wall's Failure Mode and Seismic Performance with Finite Element Analysis Method
p.546

Performance of Steel Fiber Reinforced Concrete (SFRC) and its Application in Civil Engineering
p.550

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 788Structure Mechanics Analysis with Different...

Structure Mechanics Analysis with Different Construction Schemes in Large-Span Space Grid Structure

Abstract:

Different construction schemes in the same construction method have great influence on structure mechanics of grid structure, which is very important for the security and stability in large-span space grid structure. So in order to guarantee the quality and safety of the structure during construction, the selection of construction scheme is particularly important. In this paper, the following practical engineering is adopted to discuss characteristics of different construction schemes in large-span space grid structure and provide a reference for what construction scheme should be selected in the installation of similar space grid structures.