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1)  Composite RC fram joint covered with angle steel
外包钢组合节点
2)  wrapped steel joint
外包钢节点
1.
In this paper, shear mechanism in the joint core region is analysed from crack to limit state, on the basis of shear test of wrapped steel joint under the montonic load.
根据外包钢节点在单调荷载下的抗剪试验,分析了节点核心区在开裂状态之前及开裂状态到极限状态的抗剪机理,求出了各主要抗剪因素的剪力分配,并确定了剪摩擦系数。
3)  Wrapped steel exterior joints
外包钢边节点
4)  steel-encased concrete composite beam
外包钢-砼组合梁
1.
To study the interface slip and the deflection properties of a new type of steel-encased concrete composite beams,four full size simply supported specimens with different shear connection coefficient were designed.
为研究新型外包钢-砼组合梁的钢-砼交界面相对滑移及变形性能,设计4根不同剪力连接系数足尺简支梁,其中1根为完全剪力连接组合梁,其余为部分剪力连接组合梁。
2.
In view of at some problems of common steel-concrete beams,a new type of steel-encased concrete composite beams is put forward.
针对典型的钢-砼组合梁的不足,提出一种新型外包钢-砼组合梁。
5)  steel-encased concrete composite beam(SCCB)
外包钢混凝土组合梁
6)  outer-plated steel-concrete composite beam
外包钢-混凝土组合梁
1.
Experimental study on joints of outer-plated steel-concrete composite beam and reinforced concrete columns;
外包钢-混凝土组合梁与钢筋混凝土柱节点的试验研究
2.
The low-cycle repeated load tests were conducted for two joints connecting the outer-plated steel-concrete composite beam and reinforced concrete column,and the performance of the joints such as the failure modes,hysteretic curves,strength,ductility,and strains of the steel bars and the steel plates is analyzed.
介绍了2个外包钢-混凝土组合梁与型钢混凝土柱的连接节点,并对其进行了低周反复荷载作用下的试验研究。
3.
The outer-plated steel-concrete composite beam is a new type of composite beam.
为探讨外包钢-混凝土组合梁在负弯矩作用下的工作性能,对两根外包钢-混凝土连续梁试件进行了静力加载试验研究。
补充资料:组合模式或组合振动
分子式:
CAS号:

性质:在红外光谱中通常出现很多的弱吸收,组合模式或组合振动系指对应于两个或多个基本振动频率之和起源,它的弱吸收于多原子分子振动态相互作用的振子的非谐性。与基频振动及倍频所引起的吸收相比,这些吸收是比较弱的。

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