The main bridge of Xinlong bridge in Changzhou is a 3-span continuous half through steel truss arch bridge with 30.

Chongqing Chaotianmen Yangtze River Bridge is the largest-span steel truss arch bridge in the world currently.

In this article,authors monitor and analyze the deformation of a large-span steel-pipe arch truss gymnasium during construction.

Calculation and analysis of axial forces influence line of trussed arch bridge by ANSYS;

Because all staffs of RC trussed arch bridge mainly bear axial forces and only bear very small bending moment near the nodes,so spatial beam cells can be adopted to simulate the structure.

The paper introduces the development of arch bridges and the study status of load carrying capacity of trussed arch bridges, analyses and compares different analysis means of ultimate load carrying capacity of arch bridges and characters of several current programs.

Design of rigid frame arch bridge and truss arch bridge and analysis of characteristics of the weight-bearing;

On static experiments of some truss arch bridge and its performance evaluation

Scheme research of safe demolition of reinforced concrete truss arch bridge

Key construction technology and innovation of 3-span continuous steel truss arch bridge

Against the background of wind-induced vibration of the H-shaped hangers of steel truss arch bridges,this paper analyzes the degree of influences of the Reynolds number Re,vibration factor ξ,stress magnitude,stress state,boundary conditions and sectional shapes of hangers on the vibration of the hangers of the steel truss arch bridges.

Herein,reviewing suspender style of steel truss arch bridge,analyzing Reynolds number,Strouhal number,structure vibration factor λl of suspender and the influencing degree of suspender s dynamics characteristic to the suspender vibration,under the engineering background of wind-induced vibration on suspender of one steel truss arch bridge.