Analysis of Spatial Co-Working Property of a Long-Span Cantilevered Awning

Dan Dan Kong; Hai Xia Zhang; Xin Zhao

doi:10.4028/www.scientific.net/AMR.243-249.1355

Paper Titles

Experimental Study on Improved Beam-to-Column Connections of Steel Moment Frame
p.1335

Ultimate Load Analysis of Reinforced Concrete Beam with Finite Element
p.1340

Layered-Shell Element Method of Calculating the Multi-Ribbed Composite Slab’s Elastic Lateral Stiffness
p.1346

Experimental Study on Effect of Cold-Forming Procedures to Cold-Formed Steel Members on Power Transmission Tower
p.1351

Analysis of Spatial Co-Working Property of a Long-Span Cantilevered Awning
p.1355

Numerical Analysis of Masonry under Compression via Micro-Model
p.1360

Study on the Strength and Deformation of Stirrup Confined Concrete in Cruciform Columns
p.1366

Research of the Key Reinforcement Technology Based on Miaoziping Bridge of Du Wen Expressway after the Wenchuan Earthquake
p.1377

Seismic Response Evaluation of Buildings Considering Soil Flexibility
p.1383

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Analysis of Spatial Co-Working Property of a...

Analysis of Spatial Co-Working Property of a Long-Span Cantilevered Awning

Abstract:

A chamfering rectangular long-span stadium awning is introduced in this paper. To fully understand the spatial co-working property of the cantilevered structure, the function of connecting members in this cantilevered structure is studied. Analysis results identified the formation mechanism of spatial stiffness of the whole cantilevered structure. The research results can shed light on structural study and designing of the same kind.