The prestressed concrete continuous rigid frame bridge is widely used because of its high strength, lightful line type, convenient and fast construction, long-span ability.
预应力混凝土连续刚构桥以强度高、线形明、简、能力强的优势在大度桥梁中具有广泛的应用。
The prestressed concrete continuous rigid frame bridge is widely used because of its high strength, lightful line type, convenient and fast construction, long-span ability.
预应力混凝土连续刚构桥以强度高、线形明、简、能力强的优势在大度桥梁中具有广泛的应用。
The finite element method is applied to prestressed slabs, the mechanical characters under the normal using load condition are analysised, with unconsidering the lateral restraints.
本文在结合某框架-核心筒结构无粘结预应力楼盖程实例基础上,对侧向约束对预应力楼盖受力性能的影响做了初步的探讨。
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