钢筋混凝土

gāng jīn hùn níng tǔ
  • reinforced concrete;steel reinforced concrete;steel concrete;armoured concrete
钢筋混凝土钢筋混凝土
钢筋混凝土 [gāng jīn hùn níng tǔ]
  • [steel concrete;reinforced concrete] 用钢筋加强的混凝土,使其抵抗外力时两种材料共同起作用

钢筋混凝土[gāng jīn hùn níng tǔ]
  1. 开展了一系列大尺寸钢骨钢筋混凝土矩形柱的轴压试验,旨在探讨新型的复合螺旋箍筋或尹氏螺箍在矩形SRC柱之使用效益。

    Presented herein is an experimental study on the axial compressive behavior of rectangular SRC ( steel reinforced concrete ) columns confined with a new type of multi-spiral cages .

  2. 反复加载时型钢钢筋混凝土框架柱的损伤过程

    Damage analysis of elasto plastic responses on steel reinforced concrete columns

  3. 核反应堆由钢筋混凝土围住。

    The reactor is encased in concrete and steel .

  4. 监狱是钢筋混凝土结构的。

    The prison was made of reinforced concrete .

  5. 钢筋混凝土框架结构加固CAD及弹塑性分析研究

    Study on Strengthening for Reinforced Concrete Frame Structures CAD and Elastic-Plastic Analysis

  6. 先张后粘FRP的钢筋混凝土构件抗弯能力分析

    Analysis of flexural capacities for RC members bonded with pre-tensioned FRP

  7. 用外包钢筋混凝土方法加固RC轴心受压柱的承载力计算

    Calculation of load carrying capacity of axially compressive RC columns strengthened with enclosed reinforced concrete

  8. 并且用BP网络预测钢筋混凝土构件中钢筋的锈蚀量,取得了较好的效果,并运用所得的结果进行分析,为评定结构耐久性提供了依据。

    The quantity of steel corrosion is predicted based on BP neural networks , and it provides foundation for structural durability prediction .

  9. 台湾第一部钢骨钢筋混凝土构造(SRC)设计规范之设计理念与重点内容

    The First Taiwan Building Code for Design of Steel Reinforced Concrete ( SRC ) Structures

  10. 通过水力学和结构有限元仿真分析对矩形和U形钢筋混凝土渡槽进行比较,指出U形渡槽在过水能力和结构受力上均优于矩形渡槽。

    According to the hydraulics and structure finite element imitation , the comparison of rectangle and U shape reinforce concrete cross channel is studied .

  11. NET开发面向对象的钢筋混凝土梁的数值模拟软件的实现方法,包括建立交互式CAD平台与在此平台上进行数值模拟的有限元分析的技术。

    NET to develop Object - Oriented numerical simulation software for reinforced concrete beams is discussed , including the setting up of an interactive CAD platform and the FEM technology for numerical simulation on this platform .

  12. 结合一座PC连续刚构桥的徐变分析,对中国《公路钢筋混凝土及预应力混凝土桥涵设计规范》徐变系数的计算和应用进行分析探讨。

    In association with structural creep analysis of a PC continuous frame bridge , several aspects on calculation and application of the creep coefficient introduced in China standard of highway PC bridge are analysed .

  13. 通过ANSYS软件模拟了单调荷载作用下钢筋混凝土试验框架柱的荷载&位移曲线,并与相应的试验结果进行比较分析。

    Load-displacement curves of reinforced concrete frame columns under laterally monotonic load were simulaed by ANSYS software in this paper , and the analysis results were compared with the experimental results .

  14. 采用ANSYS对竖向荷载作用下钢筋混凝土梁板体系中梁板的相互作用关系进行研究分析,通过调整梁板相对刚度α来分析梁的刚度对板弯矩的影响。

    By means of finite element analysis software ANSYS , the influence of beam-to-slab relative stiffness on the moment of the slab in RC floor system under the vertical load is mainly investigated .

  15. 第三,比较了TMD、TLD系统的控制效果以及分别对高层钢和钢筋混凝土结构的控制效果;

    Thirdly , a comparison of the control effect of TMD and TLD systems respectively upon steel and reinforced concrete tall buildings is made .

  16. 钢筋混凝土框架顶层中间节点的设计与构造《混凝土结构设计规范》(GB500102002)新增条文背景情况

    Design and Detailing of Intermediate Joints at Top-column in RC Frames

  17. 我国规范与CEB规范建议的本构关系对钢筋混凝土正截面分析的影响

    Effects on reinforced concrete section analysis with constitutive relations from China code and CEB model code

  18. 结果表明,用AFRP加固技术可以提高钢筋混凝土梁斜截面抗剪承载力,还可以改善构件的变形能力,增加构件的延性。

    The results show that the reinforcing technology with AFRP is helpful to the enhancement of the shear strength of the declining cross section of RC beams .

  19. 进行了4组共12根粱的三分点弯曲试验,其中3组为局部碳纤维混凝土配筋梁且具有不同的碳纤维混凝土(CFRC)层厚度,一组为普通钢筋混凝土梁。

    A total of 12 , four types of beams , three with different carbon fiber reinforced concrete ( CFRC ) layer thickness , and one without CFRC layer were tested in three-point bending .

  20. 推出了SG-1钢结构膨胀防火涂料,兼有耐火隔热性和装饰性,适用于保护钢结构和预应力钢筋混凝土楼板。

    A SG-1 dilatant fire retardant coating for steel structure has been developed with decorative and heat resistant and insulation properties , suitable for uses on protective steel structures and prestressed concrete floorslab .

  21. 研究结果表明,预应力度PPR和箍筋间距设计合理的预应力混凝土框架梁,具有与普通钢筋混凝土框架梁相近的抗震性能,可以在中等烈度地震区工程建设中采用。

    The research shows that the seismic behavior of the prestressed concrete beam of the appropriate spacing of stirrups and the degree of prestress is closed to that of the common reinforced concrete beams and it can be applied in the seismic area of middling intensity .

  22. 华南理工大学体育馆钢筋混凝土双曲抛物面组合扭壳设计

    Structural Design of a Composite Torsional Shell with Double Arch Paraboloid

  23. 钢筋混凝土框架抗震位移延性系数研究

    Study on Seismic Displacement Ductility Factor of Reinforced Concrete Frame Structure

  24. 开裂前后钢筋混凝土板的有限元分析

    Finite Element Analysis of Reinforced Concrete Plates Before And After Cracking

  25. 电化学除盐后钢筋混凝土电化学性能的变化

    Change of electrochemical property of reinforced concrete after electrochemical chloride extraction

  26. 钢筋混凝土肋梁楼盖优化设计计算机辅助教学系统RCCAI

    A Intelligent Computer-Assisted Instruction System for Reinforced Concrete Floor Structure Design

  27. 高温后冷却环境对钢筋混凝土黏结性能的损伤

    Bond Damage in Reinforced Concrete Caused by Cooling After High Temperature

  28. 钢筋混凝土双向板的非线性挠度分析

    Nonlinear Finite Element Analysis of Deflection of Reinforced Concrete Two-way Slabs

  29. 钢筋混凝土梁开裂原因的分析及处理

    Analysis and treatment of the reasons generating reinforced concrete beam dehiscence

  30. 钢筋混凝土框架柱纵向裂缝的分析和处理

    Analysis and treatment of longitudinal cracks in reinforced concrete frame structure