机构地区: 佛山科学技术学院环境与土木建筑学院土木工程与建筑系
出 处: 《水运工程》 2003年第2期6-9,共4页
摘 要: 对新建(大跨径)广和大桥进行了静载试验研究。选择了结构的理论分析计算模型;通过对实测结果与理论计算结果的评价分析,说明该桥各控制截面的强度和刚度都能满足设计要求。 Static loading test is carried out to the newly built large-span Guanghe Bridge and structural theoretical analysis and calculation model is selected The assessment analysis based on the tests data and theoretical calculations showed that the strength and rigidity of each control section of the bridge satisfies the design requirements