Sentence examples for procedure for bridge from inspiring English sources

For the purpose of developing a vibration-based tension force evaluation procedure for bridge cables using measured multimode frequencies, an investigation on accurate finite element modelling of large-diameter sagged cables taking into account flexural rigidity and sag extensibility is carried out in this paper.

This paper presents an extension of the displacement-based design procedure for bridges supported on hysteretic isolation bearings.

In this paper, we present a hierarchical procedure for bridging the gap between atomistic and macroscopic modeling passing through mesoscopic simulations.

For this purpose, hazard input parameters are identified for earthquakes and hurricane events and a new risk assessment procedure for bridges subjected to hurricane wave and surge loading is also developed.

Consequently, in this study, the hierarchical procedures for bridging DPD and MD methods were used to study the effects of volume fractions and different mixing methods on the phase and the structural arrangement.

Both the two-dimensional (2D) square lattice and common three-dimensional (3D) structures are taken into account in the procedure for facilitating, bridging the gap between structural complexity and numerical experiments.

In this paper, the fundamental single-mode frequency-domain formulation is extended into the multi-modal domain and a detailed example is presented to highlight the importance of using a coupled analysis procedure for suspended bridges with longer spans.

The design procedures for the bridge girders in the proposed deck system should be reevaluated, including the impact of the gap (similar to a small "web opening" at the juncture of deck and girder top flange) on vertical shear resistance, load distribution factors, dynamic allowance factors, and effective flange width.

Furthermore, to establish a proper analysis procedure for such a bridge column system, two finite-element models using solid elements and beam elements from the laboratory tests are also generated and both are shown to be appropriate and effective in capturing the seismic behavior of the proposed system.

Finally, a safety management procedure for scour-critical bridges is suggested.

The paper presents an automatic procedure for the correction of bridge weigh-in-motion (B-WIM) measurements, which are used to determine the axle loads of heavy vehicles using instrumented bridges.