The temperature of a structure exposed to the atmosphere depends on many factors such as
geographical location, climatological condition, structure's orientation, materials and surface …

The long-span double-deck truss girder bridge has become a recommend structural form
because of its good performance on traffic capacity. However, the vortex-induced vibration …

Large-span suspension bridges are susceptible to wind loads. Therefore, a more precise
analysis of their wind-induced vibration response is necessary to ensure the structure's …

This paper aimed to study the girder behavior and load sharing of multigirder prestressed
concrete (PC) bridges using an efficient nonlinear analysis tool based on finite-element (FE) …

The philosophy currently adopted by AASHTO Bridge Design Specifications (BDS) is based
on considering uncertainties inherent in the structural design process by proposing load and …

This paper carried out wind tunnel tests and numerical analysis to study the effect of the
spatial position of deflector plates on the vortex-induced vibration (VIV) of a double-deck …

The force transfer mechanism in positive moment continuity details for prestressed concrete
girder bridges is investigated in this paper using a three-dimensional detailed finite element …

A three-dimensional (3-D) finite element model capable of predicting the long-term behavior
of prestressed concrete girder bridges is presented. A temperature-independent creep …

Link slabs in bridges can be a cost-effective solution to increase the service life of bridge
structures. The partial continuity condition in link slab bridges, however can be challenging …

Temperature variation is an inevitable environmental loading type that affects bridges.
Considering temperature effects during structural design is deemed essential for short …