摘要
本文结合苏州工业园区高架桥工程设计,对基于新、老公路桥涵设计规范的设计进行了比较分析和验算。结果表明:《公路桥涵设计通用规范》(JTGD60-2004)对于结构有更高的要求,实际设计完全满足新规范要求。
The design method of Suzhou industrial park overhead viaduct are introduced in this paper, and it compared new code for design with former code in the aspects of checking computations.The result shows that：the new Code for Design of Highway Bridges and Culverts＇ is demanding more on the structure, and the design of the viaduct meets the requrement of new code completely.
出处
《现代交通技术》
2006年第2期63-66,共4页
Modern Transportation Technology
关键词
高架桥
连续梁
设计规范
对比分析
overhead viaduct
continuous beam
code for design
contrastive analysis
