Scaffold Design and Stability Design of Tangfangya Bridge

Yu Jian Xie

doi:10.4028/www.scientific.net/AMR.594-597.1604

Paper Titles

Application of the Influence Line on the Bridge Testing
p.1586

Research on the Load Distribution Coefficient of Cable-Stayed Bridge with Long Cantilever Structure Based on Full-Scale Test
p.1590

Research on Base Frequency of Simple Supported Beam Footbridge
p.1595

Bridge Technology and Aesthetics of Chinese Poetey in Bridge Design
p.1600

Scaffold Design and Stability Design of Tangfangya Bridge
p.1604

Status of Seismic Isolation Research on Underground Structures
p.1611

Analysis on Dynamic Failure Behaviors of Steel Double-Layer Grids Supported by Circumjacent Steel Columns Used in a Gymnasium with the Function of Earthquake Victims Shelter under Disaster Earthquake
p.1616

Energy Response Spectra of Single-Mass Bi-Degrees of Freedom Systems for Hard Soil Site
p.1620

Experimental Study on Behavior of Interface between Coarse-Grained Soil and Gravel-Clay under Seismic Loading
p.1624

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Scaffold Design and Stability Design of Tangfangya...

Scaffold Design and Stability Design of Tangfangya Bridge

Abstract:

Based on summarizing three computational models of the rigid node model, the hinge node model and the model of semi-rigid node, the calculated length of scaffold are discussed. The application in the scaffold design of Tang Fang Ya Bridge with the resulting simplified formula shows that the hinge node model can ensure the overall stability of the structure effectively, but it is necessary to set oblique scissors appropriately to ensure the normal working of the structure.