摘要
通过对在V形山谷修建40m、50mT梁桥及120m连续刚构桥方案进行比较,从结构合理性及经济性方面对山区修建高墩连续T梁桥提出一些观点,并分析了它们的上下部结构造价,得出修建高墩连续T梁桥的最优条件。
In this paper,40 m T beam bridge,50 m T beam bridge,and the continuous rigid frame bridge of 120 meters will be built to find the best solution,and from the structure of rational and economic aspects,some ideas will be presented.The structure cost of top and bottom is analyzed,and optimal conditions for continuous construction of high-T beam bridge pier were found.
出处
《交通科技》
2011年第1期4-6,共3页
Transportation Science & Technology
