Development and Static Performance Analysis of Partly Cable-stayed Bridge
Partly cable-stayed bridge is a new bridge structure between girder bridge and conventional cable-stayed bridge,of which the generation,development and static performance are analyzed and introduced in the paper.Two important factors affecting the mechanical behavior of this kind of bridge are studied.These factors include the length of non-stayed cable segment and the ratio between side span and main span.Influences caused by those factors on the internal force and the deflection of girder and tower are shown.