Sentence examples for behaviour of the bridging from inspiring English sources

At the macroscale, the degradation behaviour of the bridging stress in ECC with presence of multiple cracks is modelled using extended finite element method.

It is found that nonlinear structural behaviour of the bridge components exists at highly elevated temperatures.

Tests show that the full-range structural behaviour of the bridge is mainly governed by the localised flange plastic hinges.

Results from the model calibration shows that the model reproduces with good accuracy the experimental behaviour of the bridge.

The lateral dynamic behaviour of the bridge is modelled as a damped single degree of freedom (SDoF) oscillator.

An extended dynamic loading test program was also carried out to investigate the dynamic behaviour of the bridge under the trucks and tramways separately.

The emphasis is on the behaviour of the bridge structure during the erection stages, notably its response to vortex shedding, buffeting and divergent amplitude effects.

In a following step, the traffic loads are applied to assess the mechanical behaviour of the bridge under service loads up to failure.

The loading test program involved local and global loading conditions investigating the local and global structural behaviour of the bridge under the combined effect of the truck and tramway loads.

In addition, the influences of four different methods of the superstructure modelling, i.e. uniformly distributed load, lumped mass, simplified beam model, and 3D detailed model on the behaviour of the bridge column under vehicle impact are also investigated.

A complex loading test program was developed to check the static and dynamic behaviour of the bridge structure using 20 trucks and 4 trams having the total weight of 1040 tons.