摘要
指出了既有的桥梁设计理论在成桥理论分析时的缺点,提出了用弹性连续梁模拟实桥进行荷载横向分配的观点。给出了分析思路、计算模型,列举了部分桥梁在检测中的实测值与理论分析数据对比,证明了本文理论的正确性。
The paper indicates demerits of existing theory for bridge design when it analyzes the bridge building,poses the viewpoint of simulation of actual bridge with elastic continuous beam for transverse distribution o.f load,gives the train of thought for analysis and calculation of model. It also enumerates comparison of actual value theoretical analytic data in detection part of bridge to prove correctness of present theory.
出处
《北方交通》
2009年第3期77-78,共2页
Northern Communications
关键词
荷载横向分配系数
弹性连续梁
影响线
Coefficient of transverse distribution of load
Elastic continuous beam
Influencing
