摘要
通过对某主桥跨径为30m+72 m+30 m的自锚式悬索桥的计算、分析与评价,介绍该类桥梁设计的构思和受力特性,为同类桥型的推广提供技术参考。
Through calculation analysis and estimation of self - anchored suspension bridge with spans of 30m ＋ 72m ＋ 30m,the paper introduces the conception of designing this type of bridge and its load bearing characteristics,which offer reference for spreading the similar bridge.
出处
《北方交通》
2008年第4期117-119,共3页
Northern Communications
关键词
自锚式悬索桥
设计构思
计算分析
Self - anchored suspension bridge
Conception of design
Analysis of calculation
