Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading
p.123
p.123
Dynamic Elasto-Plastic Analysis on the Steel Spatial Arch Truss with 90 m Span and 0.3 Rise-Span Ratio
p.127
p.127
A Review on Numerical Simulation of Pile Caps in Large-Scale Structures
p.131
p.131
Discussion on the Influencing Factors of Cracking Bending Moment in Prestressed Concrete Hollow Slab
p.136
p.136
Computational Analysis of Point-Supported Full-Glass Roof Structure
p.141
p.141
Nonlinear Static Analysis for Progressive Collapse Potential of RC Building
p.146
p.146
Determination of Minimum Width of Slab Rib between Bores of Tubular Hollow Slab on Cast-in-Place Concrete
p.153
p.153
Discussion for Solar Energy Application of Green Buildings
p.158
p.158
Advances on the Influence of Joint Stiffness on Mechanical Behavior of Single-Layer Reticulated Shell
p.162
p.162
Computational Analysis of Point-Supported Full-Glass Roof Structure
Abstract:
In order to deepen the understanding to security of point-supported full-glass roof structure, in combination with the case study, this paper calculated and analyzed the static force of glass sheet, glass rib and glass void. The results show that the strength and reflection meet the security requirements. Meanwhile, the paper proposed to further verify its reliability through the combination of static force test.
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Periodical:
Applied Mechanics and Materials (Volumes 94-96)
Pages:
141-145
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Online since:
September 2011
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© 2011 Trans Tech Publications Ltd. All Rights Reserved
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