The maximum displacement of the bridge superstructure obtained from the FE model due to a maximum expected temperature change of ±42°C during the lifetime of the bridge was applied to the substructure model.
Light Mayer's hematoxylin (Zhongshan Golden Bridge) was applied as a counterstain.
Seismic actions similar to those used for undamaged bridges were applied.
Surface-mediated DNA delivery from multiple channel bridges was applied to deliver lipoplexes in vivo to the injured spinal cord.
The resultant bridging law is applied over a cohesive element model to reproduce the load-displacement curves.
The LF value dictates the number of times that either 2-opt or double-bridge operation is applied.
This paper provides an original framework for the fatigue reliability analysis of a road bridge; the framework is applied to the Venoge bridge, a composite steel concrete bridge within the A1 Swiss highway.
The algorithm is applied in bridge engineering, analysing bridge behaviour considering dynamic loading, creep and shrinkage material models and further considering geometric nonlinear effects.
With a 10° skew and 0.06 radians arc span length to radius ratio, the curved and skewed integral abutment bridges can be designed as a straight bridge if a 10% increase is applied to the total induced stresses.
A combined route of CNT toughening through manufacturing a custom made prepreg system with CNT dispersion in epoxy and integrating vertically aligned CNTs as nanofibers to bridge in between prepreg plies is applied to achieve enhanced interlaminar shear strength (ILSS).
