This paper deals with the mechanical behaviors of steel-concrete composite beam and effective width of concrete slab on the axial force and the bending moment together function, based on the past job.
本文在总结前人工作的基础上，对结合梁斜拉桥中在轴力和弯矩共同作用下的钢—混凝土组合梁截面受力状态和混凝土桥面板有效宽度进行研究。
Steel-concrete composite beam is a kind of flexural member composed by concrete slab and steel beam via shear connectors.
钢-混凝土组合梁是指钢梁和混凝土板通过剪力连接件连接形成整体共同工作的受弯构件。
Steel-concrete composite beam is a new kind of structure, which combines steel and concrete to an integrity by the shearing connecting pieces and make them work together .
钢—混凝土组合梁是利用钢材宜受拉，混凝土宜受压的特点，将两种材料通过剪切连接件组合成为整体而共同受力的一种新型结构。
The failure modes and the mechanical behaviors of the common steel & concrete composite beam and the prestressed beam and the strengthened beam are analyzed and compared.
对比分析了普通钢与混凝土组合梁、预应力钢与混凝土组合梁和预应力加固钢与混凝土组合梁的受力性能与破坏形态。
Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degree of shear connection.
在试验研究的基础上，考虑了剪力连接程度的影响，建立了钢—混凝土组合梁的恢复力模型，并编制了相应的计算程序。
Gucheng bridge is a steel tube concrete bowstring arch and variable cross section continuous beam composite system through bridge with single load plate.
古城大桥是一座下承式单承载面钢管混凝土系杆拱与变截面连续梁组合体系桥梁。
Negative bending moment nearby the middle supports of composite steel-concrete continuous beam bridge, will cause floor deck concrete to crack and shorten its life.
钢-混凝土组合连续梁桥的中间支座附近为负弯矩区，会导致桥面混凝土开裂，缩短使用寿命。
In this paper, the work behaviors of steel-concrete composite beam are studied by the theory analysis and finite element analysis.
本文将“理论分析”和“有限元分析”相结合来研究钢与混凝士组合梁的工作性能。
In terms of the calculating theories of the composite steel-concrete beam, the elastic analysis and the plastic analysis are expounded systematically.
在组合梁的计算理论中，作者分别详细地阐述了组合梁的弹性分析和塑性分析理论。
The composite beam structure is modeled as a series system consisted of concrete slab, shear studs and steel beam.
运用系统可靠度评估的方法，结合梁被模型化为由混凝土板、剪力传递器和钢梁串联而成的结构系统。
This paper presents research on loading behavior of welded compound-ring-hoop concrete column and honeycombed steel beam composite joints.
为研究复合焊接环式箍筋混凝土柱-蜂窝钢梁组合节点的受力性能。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
Recently, composite steel-concrete beam is adopted more and more in the urban road of our country.
近年来，在我国许多的城市道路建设中，钢箱—混凝土组合梁这种结构形式越来越多地被采用。
The composite beam is a component comprised the steel beam and the concrete flange plate on the steel beam.
组合梁是钢梁和其上混凝土翼板共同抗弯的一种构件。
The experiment results prove that the stiffness and the ultimate strength of the steel-concrete composite box beam are increased by 54.15 % and 27.72 %, respectively, through using external tendons.
试验证实，体外索钢箱-混凝土组合梁比普通的钢箱-混凝土组合梁的刚度提高54.15%，极限强度提高27.72%。
We put the concrete flange plate of the composite beam into the steel ones according to the elastic modulus ratio and keep the width of section unchanged, as a result, get a equivalent section.
将组合梁中混凝土翼缘板厚度按弹性模量之比换算，并保持宽度不变形成等效截面。
Finally, the existing beam stiffness analysis of calculation methods established for the new steel-concrete composite beam stiffness and deformation calculation.
最后通过对现有组合梁刚度计算方法的分析研究，建立了适合新型钢-混凝土组合梁的刚度和变形计算方法。
The main ideas include:no additional column is arranged at the ground floor, the composite beam is made of steel concrete, and the composite floor slabs form the new floor.
陶粒混凝土夹芯楼板是一种压型钢板与陶粒混凝土的组合楼板，其空腹部分采用聚苯乙烯板填充，是一种新型轻质节能板材。
The composite box beam may make use of the advantage both the steel box beam and the reinforced concrete slab.
组合箱梁结构充分利用了钢箱结构和混凝土结构的优点。
Take section steel-concrete composite reinforcement beam for example, and generalize advantages of the section steel concrete combination reinforcement approach;
以型钢-混凝土组合加固梁为例，总结了型钢-混凝土组合加固法的优点。
The top of the composite beam is a reinforced concrete wing plate and a profiling steel plate.
组合梁上部为钢筋混凝土翼板及压型钢板。
The ultimate bearing bending capacity of a double steel-concrete composite beam was also calculated by the simplified calculating method based on the elasticity and plasticity.
建立钢-混凝土双面组合梁截面弹性极限和塑性极限承载能力的简化计算方法。
By using finite element method, the paper makes the analysis of steel concrete composite beam 'slip and uplift.
论文通过试验研究和理论分析计算，对组合梁界面水平相对滑移和竖向掀起性能进行了比较系统的研究。
By using finite element method, the paper makes the analysis of steel concrete composite beam 'slip and uplift.
论文通过试验研究和理论分析计算，对组合梁界面水平相对滑移和竖向掀起性能进行了比较系统的研究。
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