Floor-beam webs have cracked in tied arch bridges.
Discussion on the side-tipping stability factors of tube tied arch bridge with large span and below supports
A new explanation of the rigid continuous girder method for determination of tensile force of rod of tied arch bridge
Through two great model tests, this paper investigates the ultimate bearing capacity and its influence factor of the inside and outside face of prestressed concrete tied arch bridge with single arch.
Only 1,000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans.
Jiangwan bridge is taken as an case study, and plenty data about"fly-bird-type"CFST tied arch bridges are collected and some typical bridges are introduced.
In this paper, a basket handle tied arch bridge engineering background research for the adjustment of cable tension in the bridge matrix of professional software implementation.
In the light of the construction practice of Zhengpu bridge in Qingpu District, Shanghai the paper introduces the process of construction without supports of reinforced concrete tied arch bridge.
