摘要
本文以半漂浮自锚式悬索桥绍兴滨海大桥为依托工程,介绍该桥静动力试验结果,结合有限元分析,将试验结果与有限元计算结果及规范值进行比较,对该桥整体受力性能和承载能力进行评价[1,2]。本文的研究结果可以为同类型桥梁的荷载试验提供借鉴,也可以为悬索桥设计方法与试验规范提供数据参考。
Based on the semi - floating self - anchored suspension bridge of Shaoxing Binhai Bridge, the stat- ic and dynamic test results of the bridge are introduced, and the finite element analysis is carried out to compare the test results with the finite element calculation results and gauge values. Carrying capacity evaluation. The results of this paper can provide reference for load test of bridge of the same type, and also can provide data reference for sus- pension bridge design method and test specification.
作者
王永亮
Yongliang Wang(Administration of highway construction in Qinghai province, Xining 810000, China)
出处
《青海交通科技》
2017年第4期94-100,共7页
Qinghai Transportation Science and Technology
关键词
自锚式悬索桥
静力试验
动力试验
有限元分析
Self- anchored suspension bridge
static test
dynamic test
the finite element analysis
