摘要
根据荷载的作用方式及斜桥自身的结构特点 ,给出了斜桥验算中的种种假定及荷载工况的计算方式 ,并提出了进行概率评估的可行性方法 ;在实际工程的基础上 ,为相似结构的设计。
Based on the effect method of technological load and structural property of diagonal bridge itself, several assumptions and calculating way of load and working state which are used in checking computations of diagonal bridge are given. And feasible means applied in probability evaluation is put forward. Under actual engineering, a scientific theoretical foundation is set up for designing, checkup and reliability evaluation of similar structure.
出处
《钢结构》
2003年第1期58-60,共3页
Steel Construction
