Sentence examples for behavior of the deck from inspiring English sources

The analytical model considers inelastic behavior of the columns and elastic behavior of the deck.

Extensive structural testing of the Bondek steel decking in single and multiple span arrangements has been performed in order to model the behavior of the decking during the formwork stage.

Most previous studies on orthotropic steel deck systems were focused on the out-of-plane behavior of the steel deck, and limited study has been carried out on the in-plane compressive behavior of the orthotropic steel deck system.

The comparison results show that the mechanical behavior of the new deck system is different from that of the traditional deck system.

The dynamic behavior of the bridge deck under single and several vehicles moving in different lanes is analyzed using the orthotropic plate theory and modal superposition technique.

Through-thickness tensile stresses occur due to uplift forces caused by the load-bearing behavior of the bridge deck transverse to the bridge axis.

To simulate the real behavior of the bridge deck, static structural tests were conducted on six specimens, with a built-in concrete girder on each side.

The dynamic behavior of the bridge deck under moving loads is analyzed using the orthotropic plate theory and modal superposition principle, and Tikhonov regularization procedure is applied to provide bounds to the identified forces in the time domain.

Furthermore, the torsional behavior of the triangular deck-truss beam was numerically investigated by removing individual primary truss members to clearly understand the load transfer mechanism.

Marimuthu and Seetharaman ([2007]) carried out 18 tests to investigate primarily the shear bond behavior of the embossed composite deck slab using trapezoidal profiled steel decking under simulated imposed loads and to evaluate the m k values.

There is a lack of knowledge on the inelastic behavior of the orthotropic steel deck system under flexural compressive stress.