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通过对一大跨度预应力混凝土斜腿刚构桥的整体模型试验和理论计算，初步掌握了这种桥梁的受力状态．对于同类型桥梁的设计以及该桥式向更大跨度发展具有一定的现实意义．
Through the whole model test and theoretical calculation of a large-span prestressed concrete inclined-legged rigid frame bridge, the force state of the bridge is initially mastered. It has certain practical significance for the design of the same type of bridge and the development of the bridge to a larger span.