This paper addresses the determination of the 18 flutter derivatives of bridge decks from three degrees-of-freedom (3DOF) free vibration data using an impro
The static behavior of self-anchored cable-stayed suspension bridge under vertical load is described with the continuum method.Based on the partition generalize
Due to the benefits of having a larger span length, a more elegant structural shape, better adaptability and financial feasibility, the use of self-anchored
As a new type of bridge, self-anchored cable-stayed suspension bridge has the advantages of both cable-stayed suspension bridge and self-anchored suspension
In this paper, the analytical bending solutions of clamped rectangular thin plates resting on elastic foundations are obtained by a rational symplectic supe
Concrete bridge decks overlayed with asphalt wearing courses often witness early distresses,such as shoving, potholes, raveling and slippage cracking due to