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钢筋混凝土理论
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  reinforced concrete theory
     Earth pressure theory and reinforced concrete theory are used in the practice of design of high earth-retaining wall in Fuding No. 6 Middle School. The stability analyses of the structure and the cost estimates for both schemes have been carried out.
     本文将土压力理论及钢筋混凝土理论应用于福鼎市第六中学操场工程方案设计实践中,对两种方案的结构稳定进行计算分析,对两种方案进行造价估算,并根据计算结果分析两种方案优劣,尽量使优化后方案结构受力合理,经济指标良好。
短句来源
     Based on the advanced reinforced concrete theory,the lower limit calculating formulas of shearing capacity for local steel fiber reinforced concrete beams are deduced. Combined with experimental results, the design formulas satisfied with the desired reliability are put forward.
     根据钢筋混凝土理论,推导出钢筋钢纤维增强部分混凝土梁受剪承载力的下限计算公式,并结合钢筋钢纤维增强部分混凝土梁斜截面受剪承载力的试验研究成果,提出了满足可靠度要求的受剪承载力的设计公式。
短句来源
  theory of reinforced concrete
     A numerical simulation program for flexural load effects of RC beams was compiled based on the theory of reinforced concrete and finite element software ANSYS.
     根据钢筋混凝土理论和ANSYS有限元软件编制了实验梁受弯荷载效应模拟计算程序。
短句来源
     The simulation program of flexural load effects for RC beams is compiled based on the FBG sensing mechanics and theory of reinforced concrete and finite element software Ansys.
     根据FBG传感原理、钢筋混凝土理论和Ansys有限元软件编制RC梁荷载效应模拟程序. 对实验梁进行弯曲加载实验.
短句来源
  “钢筋混凝土理论”译为未确定词的双语例句
     9 pieces of RC test beams were fabricated, the FBG sensors and strain gauges were mounted in the tensile steel, compress concrete and CFRP of the tested beams.
     根据布拉格光栅传感原理、钢筋混凝土理论和ANSYS有限元软件提出和编制了CFRP加固RC梁荷载效应实时测评理论和数值模拟程序。
短句来源
     2 In order to improve the flexural capacity of strengthened beams, CFRP sheetsare glued the bottom of the reinforced concrete beam, its construction form and material have changed. As a result, the traditional reinforced concrete theories are no longer suitable when it is apply to flexural strengthening design.
     2、为提高混凝土梁的抗弯承载力,将碳纤维布粘贴于梁的底部,其结构形式和材质都发生了变化,在其进行抗弯设计计算时,传统的钢筋混凝土理论显然不再适用。
短句来源
     Experiments include nakedness girder、 the anti-transformation of the reinforced beams and the transformation of the reinforced beams, studying shear fatigue performances on concrete beam strengthened with plastering different quantity of CFRP.
     (2) 碳纤维布粘贴于钢筋混凝土梁的受剪区外侧,其结构形式和材质都发生了变化,在其进行抗剪设计计算时,传统的钢筋混凝土理论显然不再适用。 在分析国内外大量试验研究和理论分析的基础上,给出了碳纤维布加固钢筋混凝土梁斜截面抗剪极限承载力的计算公式。
短句来源
     Theoretic solution of reinforced concrete based on much test data, which adopt presume of "plane section" to analyse the stress-strain relation, but this will not only have some localization for the complex structures, but also have not accept the whole process force-distortion relation curve and the stress curve of the reinforced bars and concrete in time.
     钢筋混凝土理论解以大量的试验数据为依据,采用平截面假定来分析梁截面的应力应变关系,但对于较复杂结构具有一定的局限性,而且也无法得出结构在荷载作用下的全过程受力变形关系曲线及钢筋和混凝土的时程应力曲线。
短句来源
     In this paper, the carrying condition of reinforced concrete beam is studied as three phases based on the reinforce concrete theory.
     本文根据钢筋混凝土理论,分多阶段对钢筋混凝土截面进行全过程受力分析。
短句来源
更多       
  相似匹配句对
     An Approach to the Designing Theory on the Steel Reinforced Concrete Chimney
     钢筋混凝土烟囱设计理论初探
短句来源
     RESEARCH ON THE UNIFIED REINFORCED CONCRETE MEMBERS
     钢筋混凝土构件统一理论研究的发展
短句来源
     Fractal Theory
     分形理论
短句来源
     The Theory of Channels
     经络理论
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This paper proposes an auxiliary method for studying reinforced concrete members, it is to use computer for simulating the process of the experiments of reinforced concrete members. By computer simulation,the stress-strain relationships,cracking and failure states of the test model can be found out,thus the basis for simulating and guiding the tests can de provided.

本文提出了钢筋混凝土理论研究的一个辅助手段,采用计算机模拟钢筋混凝土结构构件的试验过程.通过计算机模拟,可以了解试验模型在荷载作用下的力——变形特征及开裂、破坏状态,为理论研究和模型试验提供依据,指导模型试验.

Based on the theory of non elastic test of reinforced concrete, the load resistance behavior of continuous reinforced concrete T beams with deformed reinforcement was tested by modeling of microconcrete structure. The structural behaviors of these beams from loading to failure are studied. The test results including the relationships of load deformation,moment curvature and moment rotation and the process of internal force redistribution are compared with theoretical calculations,which shows that the...

Based on the theory of non elastic test of reinforced concrete, the load resistance behavior of continuous reinforced concrete T beams with deformed reinforcement was tested by modeling of microconcrete structure. The structural behaviors of these beams from loading to failure are studied. The test results including the relationships of load deformation,moment curvature and moment rotation and the process of internal force redistribution are compared with theoretical calculations,which shows that the microconcrete model test accompanied with non linear analysis and finite element analysis is an effective approach to the research for reinforced concrete theory.

基于钢筋混凝土模型试验理论 ,对配变形钢筋 T形截面连续梁的受力性能进行了微混凝土模型试验 ,研究了模型梁从开始加载到破坏各个阶段的结构性能 ,分析比较了模型和理论分析计算的荷载—挠度关系、塑性内力重分布过程以及弯矩—曲率关系等 ,结果表明微混凝土模型试验是钢筋混凝土理论研究的一种有效途径。

Based on the advanced reinforced concrete theory,the lower limit calculating formulas of shearing capacity for local steel fiber reinforced concrete beams are deduced.Combined with experimental results, the design formulas satisfied with the desired reliability are put forward.The formulas can be used in practical design, which are in conjunction with the calculating formulas in new code.The calculating results of the formulas are safe.

根据钢筋混凝土理论,推导出钢筋钢纤维增强部分混凝土梁受剪承载力的下限计算公式,并结合钢筋钢纤维增强部分混凝土梁斜截面受剪承载力的试验研究成果,提出了满足可靠度要求的受剪承载力的设计公式。该公式和新规范规定的钢筋混凝土梁的计算公式相衔接,可用于实际工程设计,且结果偏于安全。

 
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