库水温度变化对坝体温度荷载的影响。
The influence of water temperature variation on thermal load on dam body.
本文着重探讨了结构各种温度荷载作用的效应。
The structure reaction of some temperature loads is emphasized in this paper.
本文介绍了坝面边界条件和温度荷载的计算情况。
In this paper, the temperature field boundary conditions and the temperature loads calculation for this arch dam are described.
对温度荷载作用下整体滑动板块进行了三维有限元分析。
The whole ship slab under the thermal load is analyzed using the three dimensional finite element.
第二篇就在这些公式的基础上讨论了拱坝温度荷载的计算。
Based on these formulas, computations of the temperature load in arch DAMS are discussed in the second part.
而目前国内规范没有直接考虑温度荷载作用，对结构只作构造上的要求。
The current specification is not directly consider the role of the temperature load on the structure only for Construction requirements.
对于平面不规则或考虑温度荷载工况的结构，刚性楼板假定会产生较大误差。
The structure with anomalous plane or calculating temperature load will bring large error when the rigid-floor hypothesis is adopted.
计算中考虑了温度荷载、自重、静水压力、混凝土徐变和自生体积变形等情况。
In the computation of stress field, the factors, such as temperature load, deadweight of concrete, water potential, creep stress and self expansion of concrete, are involved in the program.
论文将就竖向荷载与温度荷载作用下，该类曲线梁桥的稳定性能进行研究分析。
Paper researches and analyses the stability performances of curved girder bridge under vertical load and temperature load.
温度荷载作用下的混凝土箱梁的应力和变形，是影响工程质量的主要因素之一。
The stress and deformation of the concrete box girder under the temperature load is one of the main factors affecting engineered quality.
利用这一解答，分析了常温度荷载和变温度荷载两种情况下圆柱热固结的演化过程。
Using the solutions, the evolution processes of thermal consolidation for a cylinder under axisymmetric conditions are studied for both constant and variable thermal loading conditions.
同时研究了数值分析中温度荷载作用下应力边界条件和位移边界条件对温度应力的影响。
To investigate the influence of mechanical boundary conditions on the thermal stress, a comparison of the results between displacement boundary and stress boundary is made.
提出了斜拉桥调索计算的斜拉索虚拟温度荷载法，给出了该方法的计算流程和迭代表达式。
Virtual temperature load method to adjusting the tension force in the cable is proposed, and its computing procedure and iteration expression are given.
该模型土层定义为弹性，以面面接触对模拟桩土接触面，温度荷载模拟土层对桩的侧压力。
The face-face contact pair is used to simulate the pile soil contact face, and the temperature load is used to simulate the side pressure of soil layer to the pile.
在实桥观测与试验研究的基础上，对温度荷载所产生的温度应力对混凝土箱梁的作用进行了探讨。
On the base of actual bridge observation and test research, this paper discusses the temperature stress effect to concrete box girders which caused by temperature load.
拱坝一般比较单薄，对外界气温和水温的变化比较敏感，温度荷载也就成了拱坝的主要设计荷载之一。
Generally, arch dam is relatively thin, and sensitive to the changes of outside temperature and water temperature, so temperature load has become one of the main design loads.
本文论述了温度应力、温度荷载的取值，并根据实际情况提出了结构设计和施工时裂缝控制的构造措施。
This paper states the temperature stress and load value, puts forward the conformation measures of crack control in structural design and construction.
温度荷载是引起桥梁变形和应力变化的主要荷载之一，因此对桥梁的温度进行监测是桥梁健康状况监测的重要组成部分。
Temperature load is one of the main loads to incur the deformation and the variation of stresses of Bridges. So, temperature measurement is an important component of health monitoring for Bridges.
从混凝土组成的细观角度出发，研究水泥砂浆包围的骨料，在温度荷载作用下首先在骨料与砂浆的界面上产生界面微裂缝。
In the view of the concrete's minute construction, cement and mortar encircled bone, there is tiny crack on interface of bone and mortar under temperature load.
温度荷载是拱坝最主要的荷载之一，目前，通常采用计算常态混凝土温度荷载的方法计算RCC拱坝，这低估了温降的作用。
Thermal load is one of the main loads of arch dam, at present, the method of adopting thermal load of normal concrete in RCC arch dam calculation underestimates the action of temperature.
本文讨论了钢筋混凝土框架结构的温度荷载类型和温度分布规律，分析了钢筋混凝土框架结构温度变形和温度应力产生的原因。
This paper discusses the kinds of thermal load and regularities of temperature distribution in reinforced concrete frame structure, analyzes the cause of thermal deformation and thermal stress.
其次，应具有抵抗各种作用的能力，这些作用包括各种荷载和强迫变形，诸如地震、温度和地基变形等；
Then, the joint should be of the ability of resisting to all physical actions, such as various load and deformation, earthquake, and temperature variation etc.
大体积混凝土的截面尺寸较大，有荷载引起的可能性较小，但由于温度产生的变形对大体积混凝土却极为不利。
The section size of mass concrete is larger, the less likely to cause a load, but due to the temperature of deformation of mass concrete is extremely adverse.
设备供应商应提供沉降及温度应力所引起的荷载等。
The equipment sellers also indicate the loads caused by settlement, temperature stresses, etc.
贫混凝土用于路面基层时，由于受到荷载应力和温度应力的反复作用，需研究其疲劳特性。
Fatigue property of lean concrete should be studied when the material is set as base course since it withstands the repeated actions of load stress and temperature stress.
研究表明该种结构在温度变化和外荷载等作用下的力学特性与悬索桥有明显的不同。
The results show that aerobus suspending cable structure is different from suspension bridge in mechanical properties when it acted by external factors, such as temperature change, load, etc.
多孔混凝土作为沥青混凝土路面的基层时，和面层一起受到车辆荷载和温度的反复作用，结构设计中需考虑其疲劳性能。
As base course material, porous concrete withstands the repeated actions of traffic and temperature, so the fatigue property should be considered in structure design.
多孔混凝土作为沥青混凝土路面的基层时，和面层一起受到车辆荷载和温度的反复作用，结构设计中需考虑其疲劳性能。
As base course material, porous concrete withstands the repeated actions of traffic and temperature, so the fatigue property should be considered in structure design.
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