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hun ning tu xie la qiao de fa zhan
Author(s): 
Pages: 50-58
Year: Issue:  4
Journal: World Bridges

Keyword:  主要结构构件结构布置混凝土斜拉桥上部结构结构形式混凝土结构预应力设计方案弹性支承工厂预制;
Abstract: <正> 引言用斜拉索支承一根梁或一座桥并不是新的概念,关于这种结构形式的发展过程及拉索的结构布置已有文献讨论过。在桥梁中凡以高强度钢索作为主要结构构件的桥梁都可划为悬索桥类。传统的悬索桥是以相当短的间距用垂直的吊杆支承桥面,而吊杆本身又支承在主悬索
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