Sentence examples for behaviour of the bridge from inspiring English sources

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.

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.

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

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

The full-range structural behaviour of these bridges and plastic hinge formation are therefore studied experimentally and numerically.

The rail irregularities and the geometric non-linear behaviour of the cable-stayed bridge are taken into account.

In this paper, a first step is made to investigate the characteristics of the aeroelastic behaviour of a bridge deck, by relating the mean and fluctuating aerodynamic forces, deck pressure distributions and dynamic response at different wind speeds, and by comparing their values with those measured on the stationary deck.

To this end, single-fibre tungsten composite specimens are fabricated and the stress strain behaviour of the tungsten fibre bridging a matrix crack is measured by means of in situ high-energy synchrotron microtomography during a uniaxial tensile test.