1) composite steel concrete column
劲性混凝土柱
1.
Unadhesive prestressed converted deep beam of composite steel concrete column, is a new style structure which used in high building.
劲性混凝土柱无粘结预应力转换大梁,是应用在高层建筑的一种新型结构。
2) stiff reinforcement concrete column
劲性钢混凝土柱
3) rigid steel reinforced concrete column
劲性钢骨混凝土柱
1.
Construction technology of solid web rigid steel reinforced concrete column of high-rise building;
高层建筑实腹式劲性钢骨混凝土柱施工技术
4) composite-steel-concrete column
劲性钢筋混凝土柱
1.
Combining with engineering practice,the techniques used in the construction of the slender circular composite-steel-concrete column such as the fabrication and installation of the section skeleton and column steel as well as formwork of circular column are introduced,aiming at providing reference for similar enginnering.
文章结合工程实例,主要介绍了细长劲性钢筋混凝土柱的钢骨架加工安装,以及柱钢筋、圆形柱模板制作安装等施工技术,旨在为类似劲性柱的施工提供借鉴。
5) Steel reinforced concrete
劲性混凝土
1.
Based on the experimental study on bond behavior of steel reinforced concrete, the relationship between bond stress and slip is analysed.
对劲性混凝土的粘结性能进行了试验研究,分析了型钢与混凝土之间的粘结滑移本构关系,并探讨了混凝土强度等级等因素对粘结性能的影响,结论对工程实际有很好的指导意义。
2.
Through test study on 4 steel reinforced concrete (SRC) and 1 reinforced concrete (RC) low shear walls, the failure characteristics and aseismic behaviors of the low shear walls are discussed.
通过对4 个劲性混凝土及1 个钢筋混凝土边框低剪力墙的试验研究,探讨了低剪力墙的破坏特征以及抗震性能,提出了劲性混凝土边框低剪力墙的震后可修复
3.
In the past two decades steel reinforced concrete structure was developed very fast in China, they are more and more widely used in buildings and bridges.
近二十年以来,劲性混凝土结构在中国发展很快,它被越来越广泛的应用在建筑和桥梁工程中,取得了显著的技术经济效益。
6) steel reinforced concrete
劲性钢筋混凝土
1.
Experimental research on seismic capability of steel reinforced concrete low shear wall with opening;
劲性钢筋混凝土开洞低剪力墙拟静力试验研究
2.
The ultimate bearing capacity of a section of eccentrically compressed member made of steel reinforced concrete (RSC) is solved by avoiding to judge the degree of eccentricity of a section of eccentrically compressed member made of common concrete.
以混凝土受压边缘的应变达到其极限应变作为截面的极限状态,利用截面的M-N-Φ关系,建立其平衡方程,求解SRC(劲性钢筋混凝土)偏心受压构件截面的极限承载能力。
3.
By applying bending momentcurvature method, an analysis is given to the effect of different steel disposition on the ductility of steel reinforced concrete flexural member.
采用弯矩-曲率法分析不同形式的配钢对(劲性钢筋混凝土)SRC受弯构件截面延性的影响。
补充资料:于劲
于劲
浙江人。中共党员。1986年毕业于解放军艺术学院中文系。中学毕业后赴江苏农村插队务农,1971年应征入伍,历任战士、护士,南京军区政治部创作室创作员。1972年开始发表作品。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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