long-span rigid frame bridges 大跨度刚构桥
slant-legged rigid frame bridges 斜腿刚架桥
pc continuous rigid frame bridges 预应力连续刚构桥
prestressed concrete rigid frame bridges 预应力混凝土连续刚构梁桥
prestressed continuous rigid frame bridges 预应力砼连续刚构桥
As to curved continuous rigid frame bridges, single factor analysis is proposed.
曲线连续刚构桥则采用单因素分析。
参考来源 - 下部结构设计参数对大跨径连续刚构桥抗震性能影响分析·2,447,543篇论文数据，部分数据来源于NoteExpress
However, crack and excess deflection of rigid frame Bridges became a serious problems.
但是，在既有大跨连续刚构桥中，开裂和过度下挠病害较多。
The excessive deflection in the midspan is one of the main faults in long-span continuous rigid frame Bridges.
跨中下挠过大是目前国内大跨径连续刚构桥的主要病害之一。
The datum for piers design were collected from a large number of long-span rigid frame bridges which have been built.
以高墩大跨连续刚构桥为研究对象，收集大量已建桥梁主墩的设计类型、截面参数和系梁的设置；
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