中文摘要：

建立了超大跨度V塔斜拉桥和常规直立索塔斜拉桥的有限元分析模型.通过对比研究,给出了V塔斜拉桥的一些经济、力学特性.和常规直立索塔体系斜拉桥相比,当V塔斜拉桥的塔柱倾角为对应跨最外侧拉索倾角之半时,节省量最优,但此时塔柱材料用量仅节省6%,拉索用量节省1%,总节省量并不大.V塔斜拉桥能够降低塔高,减小拉索悬挂长度,增大拉索倾角,使得结构整体刚度增加,稳定性系数得以提高,算例中塔根弯矩比常规体系小26%左右.另外,V塔体系能更好地抵抗横向风荷载的作用,满足斜拉桥向更大跨度方向发展的需求.

英文摘要：

Two finite element models are established for super-long span cable-stayed bridges with V-shaped pylon or with conventionally erected pylon.Then,some economic and mechanical properties are given by comparative study method.Compared with the bridge with the erected pylon,constructive materials can be saved from the bridge with V-shaped pylon.From the derived formula of material saving of pylon and cables, the optimum effect occurs when the inclination of V- shaped pylon is half of the inclination of farthest cable, and the pylon materials save 6% while cable materials save 1%. Since the V-shaped pylon cable-stayed bridge has a lower height of tower and the shortened hoisting cable and the decreased moment of tower root by about 26%, the inclination of cables in this structural system is larger and the overall stiffness is increased. As a result, the stability factor is improved. In addition, the V-shaped pylon cable-stayed bridge manifests a better resistance than conventional bridge under horizontal wind load, which is more cable-stayed bridge towards adaptable to the development of a longer span.