The mechanism of explosive welding and rolling of the composite slab is described.
探讨了爆炸焊接和爆炸复合材料轧制的机理。叙述了这种复合材料的用途。
At the same time, performance of two-way composite slab with different boundary conditions and different span-ratio are analyzed.
同时，分析了双向组合板在不同约束条件和不同跨度比下的受力性能。
The slip effect between profiled steel sheeting and concrete in composite slabs has an evident contribution to the deformation of the slab.
压型钢板与混凝土之间的相对滑移对压型钢板-混凝土组合板的变形影响较大。
Finally, the practical design methods and process of the structure system of prestressed composite slab are expatiated by representative example.
最后用实例讲述了预应力叠合楼盖体系的实际设计方法及步骤。
As a new system of structure, Multi-Ribbed Composite Slab structure is characterized by excellent mechanical and resisting earthquake force capacity.
密肋墙板结构作为一种新兴的结构体系，有着良好的受力和抗震性能，有广阔的应用和推广前景。
With appropriate choice of laser medium parameters, high pumping efficiency and good pump uniformity can be obtained for corner-pumped composite slab lasers.
通过选择合理的激光介质结构参数，角泵浦方式也能得到高的泵浦效率、较好的泵浦均匀性和激光输出。
Using above-mentioned model to solve composite slab, strain of concrete and profiled steel deck, deflection, slide and bearing capacity of composite slab are analyzed.
利用以上模型对组合板进行有限元计算，分析了压型钢板及混凝土的应变、组合板挠度、滑移以及承载力随荷载及跨度的变化规律。
However, the difference is that the continuous composite slab can carry further substantial load even after the shear slip initiation as against the simply supported slab.
但与简支组合板不同的是，连续组合板端部出现滑移后，其极限承载能力明显高于相同跨度简支板极限承载力。
Comparisons between experimental results and theoretical results show that the proposed method is accurate for calculating the ultimate capacity of continuous composite slab.
与国内外的连续组合板试验结果的对比表明，提出的计算方法能够较为准确地计算连续组合板的极限承载力。
A simplified method is presented for calculating the partial shear connection strength of a composite slab with profiled steel sheeting subjected to loads of various patterns.
提出多种荷载作用下，简支压型钢板-混凝土组合板承载力的部分剪力连接简化计算方法。
The test results show that the continuous composite slab with lower level of prestressing can meet the requirement of ultimate state under normal serviceability and has better ductility.
试验结果表明，部分预应力陶粒砼叠合连续板跨中取用较低的预应力度，不仅能满足正常使用极限状态的要求，而且具有较好的延性。
Profiled sheeting concrete composite slab has been extensively applied to engineering recently because of its big rigidity, good ductility, ease of construction, and economic returns, etc.
压型钢板-混凝土组合楼板因具有刚度大、延性好、施工方便、经济效益优越等特点，在实际工程中的应用越来越广泛。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
结果组合楼板中钢板与混凝土之间的联系主要依靠压型钢板的纵向波槽及压痕等。
By changing the thickness of cold-form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite-slab.
通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
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。
Ceramsite concrete sandwich floor slab is a type of composite floor slab, which is made of profiled sheet and ceramsite concrete.
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。
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。
Being main bearing members of a multi_ribbed slab structure, the forced characteristics, tectonic measures and connections of a multi_ribbed composite wall are complex.
密肋复合墙体作为密肋壁板结构的主要受力构件，其受力特性、构造处理和连接方式比较复杂。
This paper researches the plane stiffness of new composite structure for slab on the lower flange, which is compared with the traditional structure for the slab on the top flange.
本文研究了将楼板置于钢梁下翼缘的新型组合结构平面刚度，并和传统的将楼板置于钢梁上翼缘的结构形式的平面刚度和极限承载力作了比较。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
密肋复合墙体是密肋壁板结构的主要受力构件。
The application of a composite foundation under flexible base slab is quite extensive; yet its theory of calculating settlement deformation needs to be further researched.
柔性基础下复合地基应用相当广泛，但其沉降变形计算理论尚待进一步研究。
Basically, a composite concrete deck consists of a concrete top slab, flanked on each side by concrete main beams, and a concrete middle beam.
组合混凝土梁的基本构成是顶部为混凝土平面，两侧为混凝土主梁，中间为混凝土中梁。
The link of steel sheeting with concrete in a composite deck slab relies on vertical wave troughs and indentations.
对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究。
By reinforcing the composite concrete floor slab with structural steel plates, Arup optimized the structural system to meet the building's complex requirements.
为了满足建筑复杂的要求，阿拉普通过使用钢板加强组合楼板优化了结构体系。
Being related to the first assembled monolithic precast concrete testing-building in our country, the loading experimental study is introduced on assembled monolithic composite continuous slab.
结合国内首栋预制装配整体式混凝土结构试验楼工程，对装配整体式叠合连续楼板进行现场加载试验研究。
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。
By the analysis of the deformation of metallic composite rolled products, a formula for calculating the thickness of covering slab for multilayer metallic composite rolling is derived.
通过对金属复合轧制的变形分析，导出了多层金属复合轧制的包覆板坯厚度计算公式。
The composite flooring which combines concrete slab with space truss and the application of space truss as the large area curtain wall support were also briefed.
同时也介绍了，楼面组合网架及网架用于大面积的幕墙支撑。
This paper discusses a new spatial structure-composite grid slab column structure, which is designed to transform single way force into two-way force to form a spatial forcing system.
现讨论一种新型空间结构—组合式网格板柱结构，它使单向受力变为双向受力，从而形成三维受力体系。
In order to let the slabs help the top chords of the steel trusses resist the giant compressive forces, slab truss composite structures are used throughout the main bridge.
为了使上层公路桥面板能帮助主桁上弦杆抵抗巨大的纵向压力，正桥全部采用混凝土桥面板与钢桁梁共同作用的板桁结合梁。
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