Every year a large number of bridges flooding in the river just when they most need them there destroy all born. Carried out. In this study, the four fulcrum forms a semi-circular, trapezoidal, rectangular edges rounded rectangle 90 degrees at 70 degrees in Sagittarius with four different discharges depth of constant scouring around the abutment in pure water were examined. For material of flum...

Curved beam bridge is a kind of irregular structure, which has the advantage adapting to complex terrain, but it more vulnerable damage than regular under earthquake. This paper investigates vulnerability curved continuous girder bridges action bidirectional earthquake horizontal earthquake, and difference between side pier intermediate analyzed. Fragility assessment performed using an incremen...

The guardrail is an indispensable part of ballasted track structures on bridges. In order to reveal its influence the track–bridge interaction continuous welded rail (CWR), longitudinal resistance model fastener and influential factors are established through tests. By taking a girder bridge (CGB) for railways as example, stock rail-guardrail-sleeper-bridge-pier integrated simulation developed....

In the present study, stress analysis and explicit solution of rectangular plate with arbitrarily located circular hole, subjected to linear normal stresses on two opposite edges, has been investigated. Airy function and hoop stresses occurring at the edge of the circular have been computed. In this method 2D dimension elasticity and Airy stress function was used. The present method for explici...

Transported large wood (LW) in rivers may block at river infrastructures such as bridge piers and pose an additional flood hazard. An improved process understanding of LW accumulations is essential for a risk assessment. Therefore, we conducted field study the River Glatt Zurich (Switzerland) to analyze accumulation single logs circular pier evaluate results previous flume experiments with resp...

Mining activities can endanger the stability of hydraulic structures. Numerical modeling local scouring around hydrodynamic and circular bridge pile groups, due to action clear water conditions via non-cohesive sediment, was performed using a computational fluid dynamics (CFD) model, large eddy simulation (LES) turbulence van Rijn sedimentary model with FLOW-3D software. The groups were positio...