摘要
根据日本新开桥按1∶12比例进行缩尺并经适当调整,设计制成波形钢腹板预应力混凝土组合箱梁模型,通过对模型梁的加载试验,对它的受力特性进行了试验研究。
A box girder model with corrugated steel webs,which is reduced scale in terms of the Xinkai bridge in Japan,is designed and constructed.The static loading test is made and the mechanical behavior of the model is studied in this paper.
出处
《黑龙江工程学院学报》
CAS
2003年第3期3-5,11,共4页
Journal of Heilongjiang Institute of Technology
基金
国家自然科学基金资助项目(50078014)
