The earthquake response of reinforced concrete members was so complicated.
在地震作用下，钢筋混凝土构件的受力是非常复杂的。
In this paper, the standardized design of reinforced concrete members by optimal method is discussed.
本文将优化方法用于钢筋混凝土构件的标准化设计中。
The main factor influencing the durability of reinforced concrete members is the corrosion of reinforcing bars.
影响钢筋混凝土构件耐久性的主要原因是钢筋锈蚀。
The shear behaviors and influence factors on the shear capacity of steel reinforced concrete members were introduced.
介绍了钢骨混凝土构件的受剪性能及其影响因素。
The full-range curve of reinforced concrete members with flexure and axial loads is obtained by finite element method.
用有限元法对钢筋混凝土压弯构件进行了荷载一位移曲线的全过程分析。
This paper discusses the shear strength of reinforced concrete members subjected to combined axial forces, moment and shear.
本文讨论了钢筋混凝土构件在轴向力、弯矩和剪力共同作用下的抗剪强度。
In this paper non-linear analysis with finite element method is used in the study of the plane stress Problems of reinforced concrete members.
本文对钢筋混凝土构件中的平面应力问题，运用有限单元法进行非线性应力分析。
The research shows that the performance of shear member reinforced with HRB500 steel bar is the same as the common reinforced concrete members.
HRB500级钢筋混凝土构件受剪性能试验研究表明，HRB500级钢筋混凝土构件的受剪性能与普通钢筋混凝土构件相同。
A calculation program is developed to deal with the moment-curvature relationships in any reinforced concrete members with flexures and axial force.
编制了适用于任意截面的钢筋混凝土压弯构件截面的弯矩-曲率非线性分析程序。
In this article, the mechanical of the HRB400 Reinforced Concrete Members under flexure, shear and plastic internal force redistribution is studied.
本文主要研究了HRB400级钢筋混凝土构件的受弯、受剪及连续梁塑性内力重分布性能。
The proposed equations for evaluating the cracking strength and maximum crack width of prestressed and reinforced concrete members are verified by …
建议的计算预应力混凝土及钢筋混凝土构件抗裂度和最大裂缝宽度的公式用大连工学院等单位所作的试验资料作了验证。
In the precast reinforced concrete members can use foam concrete as its inner core, make its have the good performance of high-strength heat insulation.
在预制钢筋混凝土构件中可采用泡沫混凝土作为内芯，使其具有轻质高强隔热的良好性能。
With increasing age of the building, the safe reliability of the reinforced concrete members are challenged attention in the field of civil engineering,.
随着建筑物的逐渐老化，钢筋混凝土结构构件的安全可靠性已逐渐成为土木工程领域普遍关注的问题。
The discovery and the advance of the softening phenomenon of concrete due to diagonal cracking in reinforced concrete members subjected to shear are presented.
阐述了钢筋混凝土受剪构件中，混凝土软化现象的发现及其研究进展。
There are three methods for assessing fire resistance of reinforced concrete members and these are tabulated data, fire tests and fire engineering calculations.
有三个评价钢筋混凝土构件防火性能的方法，它们是把数据制成表格，耐火测试，防火工程计算。
The experiment research shows that the performance of flexural member reinforced with HRB500 steel bar is the same as that of the common reinforced concrete members.
HRB500级钢筋混凝土构件的受弯性能试验研究表明，HRB500级钢筋混凝土构件受弯性能与普通钢筋混凝土构件相同。
The study indicates that the maximum displacement in the load histories is an important influence factor to the seismic behavior of existing reinforced concrete members.
结论表明，既有构件所经历的最大荷载及最大荷载出现的相对时序均会影响到既有构件的抗震性能。
Furthermore, the paper analyzes carbonation reliability life of reinforced concrete members and gives a method to estimate carbonation life of reinforced concrete members.
分析了混凝土构件的碳化控制可靠度，并给出了估计混凝土构件碳化寿命的方法。
The damaging characters of Marine concrete structures and mechanism are studied in the paper, and analyzed deterioration of the Structural Properties of Corrosion Reinforced concrete Members.
系统研究了海工混凝土结构的破坏机理，阐述了氯离子对混凝土结构耐久性影响的机理，分析了锈蚀钢筋对结构性能的影响。
The calculation of flexural strength of reinforced concrete members in Code for Design of Concrete Structures (GB50010-2002) is the equivalent rectangle method based on the plane section assumption.
现行《混凝土结构设计规范》（GB50010-2002）中正截面承载力的计算方法是基于平截面假定的等效矩形计算方法。
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
In our national Design Code of Reinforced Concrete Structures TJ10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
我国钢筋混凝土结构设计规范(TJ10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
Usually an adopting cut-ami-try method is used for calculating strength of the forge eccentric compression members made of reinforced concrete with circular section.
钢筋混凝土圆形截面大偏心受压构件的强度计算，一股采用多次试算的方法进行。
Welded steel fabric may be used as main bearing reinforcement, stirrups and detailing requirements reinforcement in the members of reinforced concrete structures.
钢筋焊接网宜用作钢筋混凝土结构构件的受力主筋、构造钢筋和箍筋。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
In our national Design Code of Reinforced Concrete Structures, the stiffness formulas of Reinforced Concrete Flexural members were based on half theoretical analysis and half test result.
我国钢筋混凝土结构设计规范中，钢筋混凝土受弯构件的刚度公式是在半理论半实验的基础上建立起来的。
Mechanical properties of polypropylene fibers reinforced concrete and the properties of reinforced concrete flexural members are studied by means of several experiments.
针对聚丙烯纤维混凝土的力学性能和钢筋聚丙烯纤维混凝土受弯构件的结构性能，本文进行了如下试验研究。
Experimental results of 16 reinforced steel fiber high strength concrete members with rectangular cross section under pure torsion are reported.
对16根矩形截面配筋钢纤维高强混凝土纯扭构件进行了试验研究。
Experimental results of 16 reinforced steel fiber high strength concrete members with rectangular cross section under pure torsion are reported.
对16根矩形截面配筋钢纤维高强混凝土纯扭构件进行了试验研究。
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