摘要
通过对预应力先简支后连续T形梁桥计算方法的研究,并与荷载试验进行对比分析,对预应力简支转连续结构设计计算的方法提出相关的建议,有利于减少计算误差,保证计算结果与实际情况相吻合。
Calculation method of simply supported to continuous girder bridge is analyzed and compared with load test. Some related suggestions are put forward, which is in favor of reducing error and guaranteeing the coincidence between calculation and practice.
出处
《交通标准化》
2008年第5期32-35,共4页
Communications Standardization
关键词
简支转连续
梁桥
计算方法
连续梁
simply supported to continuous
girder bridge
calculation method
continuous girder
