建立了钢筋混凝土梁截面抗弯刚度全过程分析的力学模型，在理论分析的基础上编制了相应的数值计算程序。
The mechanics model of whole process of reinforced concrete beam section flexural rigidity is founded, based on the theoretical analysis the corresponding numerical calculation program is developed.
在实验基础上，本文提出了锈蚀钢筋混凝土梁疲劳刚度修正计算公式。
The modified fatigue stiffness calculation of corroded reinforcement concrete beams was introduced in this study.
对于钢筋混凝土框架结构设计中，基础、梁、柱、板四部分应注意的问题，分别提出了几点看法。
For the design of reinforced concrete frame structure, the four parts of foundation, beams, columns, boards should be paid attention to. A few comments are presented respectively.
本文在试验研究基础上，运用根据极限平衡理论，建立了锈蚀钢筋混凝土简支梁斜截面承载力计算模型。
Based on this research and using the ultimate equilibrium theory, the calculation model of shear bearing capacity of corroded simply supported reinforced concrete beam is established.
在FRP加固钢筋混凝土梁抗剪试验的基础上，系统地总结了已有的FRP加固钢筋混凝土梁抗剪承载力计算方法。
Some calculated methods of shear capacity of rc beams strengthened with FRP (fiber reinforced polymer) are reviewed based on the experimental data on shear capacity of rc beams strengthened with FRP.
本文以钢筋混凝土塑性理论为基础，用上限方法确定了钢筋混凝土深梁剪切破坏时的极限荷载的计算方法。
A new method to determine the limit load of reinforced concrete deep beam when sheared was presented by upper-bound method based on reinforced concrete plasticity theory.
此偏载系数的取值是建立在对一些4车道钢筋混凝土箱形截面悬臂梁桥的分析模型基础上。
This modifying factor is determined on the basis of the analysis on some concrete box girder cantilever beam bridges with 4 lanes.
在分析汴京虹桥的基础上，将叠梁拱桥扩充到钢筋混凝土结构和钢管结构，并结合实例进一步对单孔叠梁拱桥的构造、设计、计算和施工作了研。
The reinforced concrete structure and steel tubular structure are included into the laminated beam arch bridges on the basis of analysis of Bianjing Rainbow Bridge.
本文以12个型钢钢筋混凝土(以下简称SRC)梁受弯试验为基础，对SRC梁的刚度、裂缝宽度和受弯承载力进行试验研究和理论分析。
Based on the experiments of the 12 SRC flexural members, the stiffness, crack width and ultimate bending strength of the SRC beams are analysed.
本文在国内外研究的基础上，采用分层有限元法对钢筋混凝土梁的极限承载力进行了研究。
This text on the basis of studying both at home and abroad, go on research on ultimate load capacity of reinforced concrete beam by layered F. e.
在试验分析的基础上，提出适用于高强轻集料钢筋混凝土梁的抗裂度计算方法。
From the test results, the calculation method for crack resistant bending moment is proposed.
本文为进一步研究碳纤维布对钢筋混凝土T梁桥加固及数值分析方法研究奠定了理论基础，同时也为桥梁加固实践提供了设计计算与试验依据。
This paper has set a foundation for bridge strengthening with CFRP laminates and numerical analysis in future and provides reference for design and examination in bridge strengthening practice.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上，推荐了一种新型的楼盖体系：现浇钢筋混凝土扁梁—空心板楼盖。
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上，推荐了一种新型的楼盖体系：现浇钢筋混凝土扁梁—空心板楼盖。
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
应用推荐