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中文摘要：
以大跨径预应力钢筋混凝土连续刚构桥为研究背景，应用桥梁结构设计与施工计算软件桥梁博士（Dr．Bridge）建立计算模型，分析计算各施工阶段结构行为。以最小二乘法为基础进行参数识别的误差分析和状态预测法进行标高、应力控制。通过各施工阶段高程、应力实测值与理论计算值的对比分析，验证了计算模型和分析方法的正确性。
英文摘要：
Principle and method of vertical and stress control were put forward. Construction control of certain large span prestressed concrete continuous rigid frame bridge was taken for example, Dr. Bridge, a bridge structural analysis program used for construction and design, was applied to build computation model and calculate behavior of structure. Parameter identification of error analysis was based on the least square method; method of state forecasting was used to control elevation and stress. After closure of bridge structure, via comparison of actual measurement data and theoretical arithmetic data, correctness of analysis method and computation module was verified.
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