探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
作为叠合梁斜拉桥，四方台大桥的主梁由下部的工字钢和上部的混凝土行车道板组合而成。
Harbin sifangtai bridge is a cable-stayed bridge whose girder is composed by steel i-beam above and concrete deck slab below.
混凝土转换梁采用叠合梁的施工方法，由于先浇混凝土对后浇混凝土的约束，使叠合面产生剪应力。
The concrete transfer beam applies laminated beam in construction, and because of the constraint of earlier pouring concrete to later pouring concrete, shear stress is induced in lamination.
钢筋混凝土叠合梁的斜截面承载力，从理论上定量分析存在着较多困难，但数值模拟分析是一种直接有效的途径。
Due to difficulties with quantitative analysis in theory on shear resistance of reinforced concrete composite beam, numerical simulation becomes a direct and efficient approach.
所获分析结果对于促进叠合梁斜截面理论的深入研究、指导叠合梁在工程中的合理设计以及类似的数值模拟分析均有一定的参考价值。
The results obtained could be referred in further study of computational theory of composite members, rational design of composite beams, and other similar numerical simulation.
同时，随连续组合梁剪力连接度的降低，连续组合梁界面滑移逐渐趋近于无剪力连接的叠合板滑移值。
Furthermore, the interfacial slip goes near to that of sandwich beam with the decrease of the degree of connection.
潍坊医学院新校区图书馆工程，成功地应用了大跨度组合式叠合箱网梁楼盖施工技术。
The construction technology of large_span combined_type composite box net beam ceiling is successfully applied in new school district library project of Weifang Medical College.
潍坊医学院新校区图书馆工程，成功地应用了大跨度组合式叠合箱网梁楼盖施工技术。
The construction technology of large_span combined_type composite box net beam ceiling is successfully applied in new school district library project of Weifang Medical College.
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