摘要
以胜利大桥为背景,采用桥梁有限元分析软件MIDAS/CIVIL建立模型,对钢管混凝土拱桥成桥后的挠度值、应力值及结构的自振特性进行了分析。计算结果表明:该桥在设计荷载下的最大挠度值及应力值均小于规范规定值,结构处于安全的范围内。
Based on Shengli bridge, by using finite element software MIDAS/CIVIL build up a modal, the deflection, stress and natural vibration of completed concrete filled steel tubular arch bridge are analysised. The result show that：under the design load the maximum deflection and stress is less than code values, the bridge is safety.
出处
《科学技术与工程》
2011年第31期7828-7830,7838,共4页
Science Technology and Engineering
关键词
有限元模型
挠度
应力
振型
finite element modal deflection stress vibration modal
