摘要
本文介绍了新型的预应力混凝土连续桁架桥的特点,并就其设计中的几个问题——腹杆体系,预应力钢束及桥梁横截面的布置等进行了讨论和实例验证。
The features of a new type of prestressed concrete continuous truss girder bridge are presented in this paper. Proflems relating web-member system, prestressing tendons' profile and cross-section arrangement are discussed with numerical examples.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1990年第3期55-60,共6页
China Journal of Highway and Transport
关键词
预应力混凝土
连续桁架梁
设计
Presressed Concrete Continuous Truss Girder Bridge Design Prestressing Tendons Web-member System Cross Section Arrangement