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本文的计算工作有一大部分是由何广汉、肖墨芳、孙天启和陆干文等同志完成的。这一研究工作是在中华人民共和国唐山铁道学院桥梁教研组与中华人民共和国铁道科学研究院和苏联全苏运输建筑科学研究院丰台联合基点的共同领导下进行的。本研究题目的苏方负责人是М.С.鲁登科工程师,中方负责人是张万久教授。本研究题目的合作单位是中华人民共和国丰台桥梁工厂和铁道科学研究院结构试验室。
A large part of the calculation work in this paper was completed by He Guanghan, Xiao Mofang, Sun Tianqi, and Lu Ganwen. This research work was conducted under the joint leadership of the Bridge Teaching and Research Section of the Tangshan Railway Institute of the People’s Republic of China and the Fengtai Joint Base of the People’s Republic of China Academy of Railway Sciences and the All Soviet Union Academy of Transport Construction Sciences. The person in charge of this study is the engineer of М.С. Ludenko and the head of the Chinese is Professor Zhang Wanjiu. The cooperating unit of this research topic is the Fengtai Bridge Plant and the Structural Laboratory of the Academy of Railway Sciences of the People’s Republic of China.