全部

1·Steel-concrete composite beam are its basic members.

钢-混凝土组合梁是其基本构件之一。

2·A through truss composite beam model with 4 panels is designed and made.

设计制作一个4节间下承式桁梁结合梁模型。

3·Elastic analysis method of preflex composite beam proposed by Japanese was broken through.

该方法突破了日本学者提出的以弹性分析法为基础的预弯梁计算理论。

4·The calculating method of high haunched honeycomb steel concrete composite beam is presented.

研究了高托蜂窝式钢与混凝土组合梁的计算方法。

5·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。

6·The results show that the sandwich composite improves the critical compression of the simple composite beam.

结果表明，夹层复合梁大大提高了简单复合梁的临界压力。

7·The storage modulus of the hybrid composites under high load approximately conforms to the Composite Beam Theory.

高载荷下混杂复合材料的储能模量仍较好地符合“复合梁理论”。

8·Study the variation rule of mechanical property of steel-concrete composite beam of the blot after its' corrosion.

研究了栓钉锈蚀后钢—混凝土组合梁的力学性能随栓钉锈蚀率的退化规律。

9·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。

10·This paper presents the design results of slim floor, composite beam and flat-plate floor under the dimensions of 3.

本文采用组合扁梁、组合梁、无梁楼盖三种楼盖形式，3。

组合梁

1·The use of reasonable assumptions and calculation model based on the new composite beam is derived bending capacity the calculated and experimental values are close.

在采用合理假定及计算模型的基础上，推导出新型组合梁受弯承载力计算公式，计算结果与试验值比较接近。

2·Flexure yield of composite beam was checked by moment-curvature curve.

对框架组合梁，其弯曲屈服验算采用弯矩-曲率曲线验算；

3·The invention belongs to the technical field of architectural profiles and particularly relates to a double corrugated web steel box composite beam.

本发明属于建筑型材技术领域，具体涉及一种双波纹腹板钢箱组合梁。

4·The invention provides a shear connector, which comprises bolts arranged on a composite beam and is characterized in that: the bearing side of the shear connector, is provided with a plate.

本发明提供一种剪力连接件，包括设于组合梁上的栓钉，其特征在于栓钉承压的一侧设有板块。

5·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。