荷载偏心率则对火灾后构件承载力的损失率影响不大。
It was also observed that the load eccentricity ratio has little influence on the strength loss ratio.
推导出了计算钢管煤矸石砼偏心受压构件承载力的经验公式；
The experience formula to calculate the ultimate bearing capacity is obtained.
探讨了该类构件承载力的简化计算方法，并建议采用极限平衡法求解。
The simplified analysis methods of ultimate strength are finally discussed and the method of limit equilibrium is recommended.
其中钢管应力增大，管内混凝土应力减小，将会导致构件承载力有所降低。
Thus, the stresses of the steel increases while the stress of the concrete decreases, which will lead to a reduction of the bearing capacity of components.
还对该类加固构件承载力设计值进行了讨论，供工程设计及有关规程编制参考。
In addition, the design ultimate bearing capacity of this kind of strengthening member is discussed, which provides a reference for engineering design and relevant rules compiling.
从氯离子侵蚀的钢筋锈蚀模型入手，建立了锈蚀钢筋混凝土受弯构件承载力随机模型。
The stochastic models for the capacity of corroded r. c . flexural members are built based on the models for reinforcement corrosion in marine environment.
分析了加载角、偏心距、含钢率、混凝土强度等级以及肢长厚比对构件承载力的影响。
Load Angle, eccentric distance, steel ratio, concrete strength grade and length-thickness ratio had been analyzed.
用CFRP材料加固混凝土结构中的应用，提高构件承载力，施工工艺简单及其优越性。
Applying the CFRP material in the reinforced concrete structure to increase the bearing capacity, the construction process is simple and superiority.
再者是梁、板主筋位置不准确、钢筋搭接位置不正确，导致构件承载力不足发生质量事故。
Second is the inaccurate main steel bars' position of beam or plate or wrong bonding position of steel bars causing the reduce of bearing strength.
提要对方钢管混凝土轴心受压短构件的受力机理进行了理论分析，提出了此类构件承载力计算的基本假定。
A theoretical analysis is carried out for the load carrying capacity of the axially compressed concrete filled square steel tube.
介绍了高强约束混凝土异形截面双向压弯构件承载力的计算方法，计算机分析方法、强度校核法及图表法，可用于工程设计。
This paper introduced calculate methods for non-rectangular confined high-strength concrete columns of load-bearing capacity, which can give reference to engineering design.
在内核构件已经确定的情况下，研究了外围构件的刚度和强度对整体构件稳定极限承载力的影响；
The effects of stiffness and strength for outer members on stability ultimate bearing capacity of whole members were studied when the core members had been determined.
由于孔洞的存在，必然会对构件的承载力和稳定性能产生影响。
Due to the existence of holes, there must be some impact on the capacity and stability of the components.
利用jc法对两种承载力折减系数下的FRP加固轴心受压构件进行了可靠度计算。
For two different capacity reduction factors, calculate the reliability of concentrically compressed members strengthened with FRP using the JC method.
其次，根据JTG／D62-2004规范中构件截面承载力计算公式构造出考虑耐久性损伤的截面抗力概率模型。
Secondly, section resistance probability models based on durability damage are deduced according to the members bearing capacity calculation formula in the JTG/D62-2004 specification.
对高温后的构件，研究了构件剩余承载力的计算方法。
The calculation method of residual carrying capacity is studied for the component enduring high temperature.
随着偏心率的增大，钢管对核心混凝土的套箍力作用不断削弱，构件的极限承载力也明显下降。
With the load eccentricity ratio increased, the confinement of steel tube to core concrete and the ultimate carrying capacity of the column decreased.
因此，对厚壁双冷弯槽钢焊接组合截面构件而言，确定其稳定承载力时应考虑焊接残余应力和冷弯残余应力的共同影响。
So for thick-walled double channels with welding composite section, the combined effects of the cold-formed and welding residual stresses shall be considered to assure the stability bearing capacity.
锈蚀的钢筋会导致混凝土构件的承载力下降。
The corroded steel bar may result in the decrease of bearing capacity of reinforced concrete member.
钢-混凝土组合梁具有承载力高、延性好、刚度大、构件截面尺寸小等优点。
Steel-concrete composite beam with high capacity, good ductility, stiffness, member cross-section the advantages of small size.
可使构件正截面承载力、裂缝宽度，挠度同时都达到最佳程度的满足。
With the help of the method, the bearing capacity in bending, the limitation of crack width and the deflection of the members can reach optimum.
在此基础上，利用数值计算方法，分析了钢管混凝土受火时间对构件火灾后剩余承载力相关曲线的影响。
The influence of fire duration on the residual bearing capacity correlative curves after fire are analysed by using the numerical model.
根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。
According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.
结构钢材的韧性随温度降低而下降，其破坏形态也由塑性屈服向脆性断裂转变，构件的承载力也由强度控制变为材料的韧性控制。
The toughness of steel decreases as temperature drops, its breakage transfers from plasticity to brittleness and the loading capacity is controlled by the toughness, not the strength.
文中提出了这类构件受冲切承载力计算方法，按此方法计算所得值与国内外试验结果的符合程度较好。
The proposed method of calculating punching capacity of such elements is put forward and the calculation results agree well with the test results available at home and abroad.
试验结果表明CMMR可以明显地提高混凝土轴压构件的工作性能以及极限承载力。
The result indicates that CMMR can increase the working performance and ultimate load carrying capacity of axial compressed RC members greatly.
结果表明，加固构件的承载力随着长细比的增大而降低。
The experimental results show that the bearing capacity of the specimens decreases with the increase of the slenderness ratio.
本文针对地下室结构形式，提出了在不同等级人防荷载作用下各主要受力构件的承载力验算方法。
Aimed at the basement structure form, the strength checking method of components that are under the action of different grades civil air loads is promoted.
锈蚀构件的承载力计算是混凝土结构耐久性评估的关键性问题。
Calculation on bearing capacity of corrosive members is the key to the problem of durability assessment of reinforced concrete structures.
锈蚀构件的承载力计算是混凝土结构耐久性评估的关键性问题。
Calculation on bearing capacity of corrosive members is the key to the problem of durability assessment of reinforced concrete structures.
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