文中提出的钢纤维砼节点的抗剪强度计算公式可供设计参考。
The formulas for calculating steel fiber reinforced concrete frame joints are proposed in the paper, which can be used as a reference for designers.
根据实验结果，导出一个预测无腹筋钢纤维砼梁的抗剪强度经验回归公式。
According to experimental results, an empirical relationship is suggested for predicting the ultimate shear strength of fiber reinforced concrete beams without web reinforcement.
并阐述钢纤维砼与普通砼在技术性能、工程造价方面的比较以及钢纤维砼的发展前景。
Expounds development foregrounds by comparing technique capability and project costs of steel fibrin concrete with...
抗侵彻模拟试验表明，与常规的钢筋砼比较，夹钢球钢纤维砼抗侵彻能力有了很大的提高。
This paper presents a general idea of anti penetration simulation of SFRCSI. It is proved that the anti penetration performance of this new material is much better than that of normal RC.
针对钢纤维砼桥面铺装的施工实践，详尽地阐述了钢纤维砼在桥面铺装中的应用与施工工艺。
Concerning actual deck paving with steel fiber concrete, the paper expounds in detail the application of steel fiber reinforced concrete in deck paving and construction technology.
在内因上，为保证结构长期安全性及减少配筋量，采用具有良好阻裂作用、耐疲劳、抗冲击的钢纤维砼管片。
On internal cause, taking good block-crack, anti-fatigue, anti-impactive steel-fibre concrete pipe can confirm security of the construction and reduce distributed steel.
通过在同等造价情况下 ，几种常用纤维材料对提高混凝土强度的试验分析 ，得出其对比结论 ，是佳密克丝钢纤维砼抗折、抗压强度最高。
By test analysis of several common fiber materials to improving concrete strength under the same cost condition, the paper gives relative conclusion.
本文具体介绍了钢纤维砼在虹桥机场平滑道整修工程中的应用，给出了干硬性钢纤维砼的配合比，论证了钢纤维砼配合比的初步方法，并对本次实践结果进行检测，最后提出了应伸的一些问题。
This paper introduces the application of steel-fiber concrete in covered face of smooth slide surface in Hongqiao airport, and presents the mixture ratio of dry hard steel-fiber-concrete.
本文提出了钢纤维高强砼软化应力-应变关系。
The softened stress-strain relationship of steel fiber high strength concrete (SFHSC) is presented in this paper.
应用软化桁架理论，对钢纤维高强砼低剪力墙的受力全过程进行了分析。
The analysis of low-rise SFHSC shear walls throughout loading history has been carried out by use of the theory of softened truss.
通过钢纤维高强砼矩形截面构件的受扭试验，着重探讨了钢纤维对纯扭构件抗扭性能的影响。
The behavior of steel fiber high-strength concrete rectangular members subjected to pure torsion is studied.
通过钢纤维高强砼矩形截面构件的受扭试验，着重探讨了钢纤维对纯扭构件抗扭性能的影响。
The behavior of steel fiber high-strength concrete rectangular members subjected to pure torsion is studied.
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