1) strain ratio of steel to concrete
型钢与混凝土应变比
3) Steel reinforced concrete
型钢混凝土
1.
Researches and Applications of Steel Reinforced Concrete Structures;
型钢混凝土结构在我国的应用和研究
2.
Study on steel reinforced concrete transfer beams subjected to vertical load;
竖向荷载作用下型钢混凝土转换梁性能研究
3.
Experimental study on simply supported prestressed steel reinforced concrete beams;
预应力型钢混凝土简支梁受弯性能试验研究
4) steel-reinforced concrete
型钢混凝土
1.
Based on the shear tests of beam in steel-reinforced concrete beam-column joints subjected to reversed cyclic load,the influences of shear span ratio and web reinforcement ratio on the bearing capacity,stiffness,ductility and energy dissipation of the members are discussed.
通过对型钢混凝土梁—柱节点中梁在竖向反复荷载作用下的抗剪试验研究,探讨了剪跨比、配箍率对型钢混凝土梁剪切构件的承载力、刚度、延性、耗能性能等的影响,给出了型钢混凝土梁剪切构件的滞回曲线和骨架曲线。
2.
Steel-Reinforced Concrete is a composite structure with steel covered by reinforced concrete.
型钢混凝土(Steel-reinforced Concrete)结构是将型钢(Steel)埋入钢筋混凝土中(Reinforced Concrete)的一种组合结构。
5) SRC
型钢混凝土
1.
Research on Beam-column Joint of SRC;
型钢混凝土结构梁柱节点研究
2.
Nonlinear finite element analysis of SRC members subjected to torsion;
型钢混凝土受扭构件的非线性有限元分析
3.
Rotation curvature analysis of SRC member with regard to the bond slip relationship;
考虑粘结滑移的型钢混凝土构件转角—曲率关系分析
6) steel reinforced concrete(SRC)
型钢混凝土
1.
According to the experimental study on 17 specimens of steel reinforced concrete(SRC) special-shaped columns under low cyclic reversed loading,the axial compression ratio of steel reinforced concrete special-shaped columns is calculated by the balanced failure method and the accumulative method.
根据17个型钢混凝土(SRC)异形柱试件在低周反复水平力作用下的试验结果,采用大小偏压界限破坏理论和叠加法理论计算了SRC异形柱的轴压力系数限值,并与试验结果进行比较,结果表明:采用大小偏压界限破坏理论的计算结果与实际不符,计算SRC异形柱的轴压力系数限值存在缺陷;而采用叠加法理论的计算结果与试验结果吻合较好,并给出了SRC异形柱的轴压力系数限值。
2.
This paper presents a finite element analysis of the loading-bearing capacity of normal cross section of steel reinforced concrete(SRC) L-shaped columns on the basis of an experimental study.
在试验研究的基础上,对型钢混凝土(SRC)不等肢L形截面异形柱的正截面承载力进行有限元数值分析,利用数值迭代法编写了SRC不等肢L形截面异形柱承载力计算程序,由该程序可求得SRC不等肢L形截面异形柱正截面承载力的N-M及Mx-My相关曲线,并能得到其极限承载力,计算结果与试验结果吻合较好;通过计算可知,SRC异形柱比相同截面的钢筋混凝土(RC)异形柱正截面承载力提高很多;最后给出了SRC异形柱的实用设计计算步骤。
3.
The seismic behavior of steel reinforced concrete(SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay,3-story SRC frame.
为了研究翼缘削弱的型钢混凝土框架的抗震性能,对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条