摘要
在试验研究与ANSYS有限元分析相结合的基础上,对日照港一大型预应力混凝土箱型梁安全性能进行评价。ANSYS计算值与试验值吻合较好,为预应力混凝土梁的分析提供了有效的方法和途径。
Based on the results of the experimental study and finite element analyses by using ANSYS of one large prestressed concrete box beam in Rizhao Port, this paper evaluates the safety perfocmance of the structure. The calculated values inANSYS are corresponding well with the experimental data, which provides a valid method and approach for analysis of prestressed concrete beams.
出处
《中国港湾建设》
北大核心
2006年第4期17-20,共4页
China Harbour Engineering
