load effect造句
例句与造句
- By the comparison of calculation result with the tests result , it was concluded that the method to calculate the year temperature difference and day temperature difference from weather data was feasible . by this method , it was got that the statistic parameters of combined temperature difference in base period and the reliability to different anti - crack index was calculated the combination of thermal effects and load effects was considering in this paper
对多年气象资料进行了统摘要浙江大学博士学位论文2003计分析，将其转化为结构的年温差和日温差，并与实测值进行了比较;在此基础上得到了设计基准期内的结构组合温差统计参数以及不同抗裂指标所对应的可靠度。 - Compared with conventional bracing technology , not only soil nailing will actively support soil masses , but also the effect of soil nailing and soil mass will be mobilized leading to utilize in - site strength of soils to a maximam degree . the disturbed soil masses that originally induce loading effect on bracing structure are transformed into a part of bracing structure . accordingly , the composite soil nailing bracing technique begins to applied to reinforcement of soft soils or foundations
复合土钉支护技术中，土钉主动支护土体，并与土体共同作用，尽可能保持、利用、提高基坑边壁土体的原有强度，将传统支护方式中对支护结构形成荷载效应的扰动土体转化为支护结构的一部分，从而可以有效地应用于软土地区等特殊地质条件下的基坑支护。 - Based on the pre - research of reservior - induced seimicity , the text analyzed water ' s load effect , interstitial water pressure and chemicophysical effect on rock in reservior - induced seimicity and discussed hydrogeological mechanism of reservior - induced seimicity . the analysis supplys reliance for the hydrogeological analysis of reservior - induced seimicity . dagangshan power station is located in the intersected segment of daduhe break - zone moxi break - zone and longmenshan break - zone . the construct - actibity seimic activity and hot - water activity is stong from cenozoic ear
本文在总结水库诱发地震前人研究成果的基础上，系统分析了库水在水库诱发地震中的荷载效应，空隙水压力效应和对岩体的物理化学作用，从理论上讨论了水库诱发地震的水文地质机理，为水库诱发地震的水文地质分析提供依据。 - Statistic analysis on fatigue load effect and equivalent stress range of steel crane structures in service is carried out . the stress range distribution in whole life is deduced by the spot measurement little sample stress - time process . meanwhile the statistic analysis on the fatigue resistance process is conducted , according to fatigue data of all kinds of structural joints in domestic and overseas , which is foundation with , establish the fatigue reliability model
2 、在大量调查的基础上，对吊车梁所承受的疲劳荷载效应与等效等幅应力进行了统计分析，同时根据国内外有关各构造细节的疲劳资料对疲劳抗力参数进行了统计分析，为建立疲劳动态可靠性分析模式奠定基础。 - In chapter 4 , the influences of the earth ' s models on the elastic green ' s function , as well as on the atmospheric loading effects , are discussed using the numerical techniques . the attraction green ' s function is solved out based on the state equations of the ideal gas and the hydrostatic equilibrium equation . the influences of various factors upon the gravity and tilt green ' s functions , as well as upon the gravity and tilt , are considered in detail
第四章：采用数值计算方法，研究了地球模型对弹性项格林函数及其对大气负荷响应的影响；利用理想气体方程和流体静力学平衡方程解算了吸引项格林函数，讨论各种因素对大气重力和倾斜格林函数及其对重力和倾斜的影响；基于球对称地球模型，给出了武昌站台站依赖的大气重力、倾斜格林函数 - It's difficult to find load effect in a sentence. 用load effect造句挺难的
- By combining monte carlo simulation and numerical calculation methods , the mean values and standard deviations can be obtained . and considering the relativity of axial force and bending moment of the loading effects , the reliability index of reinforced concrete and steel reinforced concrete columns with eccentric compression was calculated by the checking point method . also all kinds of influencing factors were analyzed
通过monte ? carlo模拟和数值计算相结合的方法得到构件抗力均值和标准差，考虑荷载效应中轴力和弯矩的相关性，采用验算点法计算了钢筋混凝土和型钢混凝土偏心受压柱的可靠指标并分析了各种因素的影响。 - It shows that the method and the results can be used for designer , capital construction manager and researcher reference . 6 > the statistic parameters of load effect and resistance on fatigue reliability are studied in the paper . according to statistic analyzing of the real data from spot and the old test data , the fatigue reliability is calibrated on 8 details , which are provided in the code , by first order second moment ( fosm )
6 、通过钢结构吊车梁实测资料与以往疲劳试验资料进行统计分析，提出了荷载与抗力的统计参数，用一次二阶矩方法对钢结构规范中规定的8类连接和构造型式的疲劳可靠性进行了校准分析，根据计算结果给出疲劳目标可大连理工大学博士学位论文一靠指标的建议值与分项系数的设计表达式。 - At first , the basic theory and general process of the abutment stability against sliding of the arch dam with common definite solution ( the limiting equilibrium method of the rigid body and finite element method ) are simply developed . then combined with , reliability computation , the stochastic finite element method is used to establish the relationship between the load effect ( stress or force ) and basic stochastic variable dealing with statistical features of variables . based on the stochastic finite element method , the reliability of the arch dam abutment stability against sliding is analyzed , and the corresponding reliability index is calculated
首先简要介绍用传统定值方法(刚体极限平衡法和有限单元法)分析拱坝坝肩抗滑稳定的基本原理和一般过程，再与可靠度理论相结合，考虑变量的随机特性，通过随机有限元法建立荷载效应(如应力、内力等)与基本随机变量之间的关系，然后在随机有限元的基础上进行拱坝坝肩抗滑稳定的可靠度分析，计算相应的可靠指标。 - Directed against the widespread conditions of overload transportation for vehicles in the entire country at present , the author in this paper , from the angle of the axle load distributing condition for heavy - load road , studies the heavy - load effects on the asphalt pavement and cement concrete pavement from the load - figure , mechanisms of the destroy , the methods of the axle load conversion and design parameters . based on the working characteristics of asphalt pavement under the heavy load , the author puts forward the mechanics - figure of the heavy - load asphalt pavement , and studies the heavy - load effects on the surface deflection of the pavement , bending and tensile stress of base layer bottom and rut . on the basis of the above , the author raises the multi - indexes design system for the asphalt pavement under the heavy - load , establishes the relevant formula of the axle load conversion in the light of properties of the heavy - load traffic , the author widens the range of the axle load , and raises the mechanics - fig ure fitting for the heavy - load cement concrete pavement
本论文针对目前全国普遍存在的车辆超载运输现象，从重载道路轴重分布情况出发，从荷载图式、破坏机理、轴载换算方法、设计参数等方面研究分析了重载对沥青路面与水泥混凝土路面的影响；根据重载沥青路面的作用特点，提出了适用于重载沥青路面的力学图式；研究了重载对沥青路面路表弯沉、基层层底弯拉应力和车辙的影响；在此基础上提出了进行重载道路沥青路面设计的多指标体系，建立了相应的轴载换算关系式；依据重载交通特性，扩大轴载范围，提出了适用于重载水泥混凝土路面的力学图式；对水泥混凝土全应力水平下的疲劳性能进行了研究，并以此为基础，分析了轴载换算关系式。 - Based on the response theory of an elastic earth to surface loads and the model of the standard atmosphere , the characteristics of changes in the loading effects with time , space and frequency are comprehensively investigated in this dissertation . the numerical results obtained in this study can provide accurate atmospheric correction models for high - precision continuous measurements of the geophysical fields such as gravity , tilt , displacement and strain on the earth ' s surface
本文基于弹性地球对表面负荷的响应理论和标准大气模型，综合研究大气负荷效应的时间、空间和频率特征，为地表重力、倾斜、位移和应变等物理场的高精度连续观测提供精密大气影响改正模型 - The moving loads and reaction caused by rail are discrete by stepwise constant functions in time domain . the calculation of load effects is simply , but the calculation of the effect of react force is complicated . the calculation of the vibration caused by react force is discussed in detail , and compared with continuous model
在时间域内，将移动荷载和其引起的轨道的响应利用阶跃函数进行离散化，简化了荷载作用的计算，但是由于反力的计算十分复杂，所以本文对由反力引起的振动的计算进行了详细的分析，并与连续性模型进行了对比。 - Studies concerning to steel truss transfer member with large span , have not been reported yet . it is the first time to set up the research to load effect factors of steel truss transfer member , stage construction methods , and seismic performance by the means of test research and theories analysis
关于大跨度钢桁架转换层结构各方面的研究均未见有报道，本文将首次对钢桁架转换层结构的受力和变形性能及其影响因素、阶段施工方法和抗震性能进行了试验研究和理论分析。 - A square sensing area was formed upon each of the saw propagation paths using photoresist . when some kind of material deposits on this area , the saw propagation velocity will decrease due to the mass - loading effect , causing a shift in the device ' s oscillation frequency , which gives indication of the mass deposited . the dual - path architecture , one for sensing and one for reference , was used to compensate for the disturbance of temperature
利用光刻工艺在每个声传播路径上构造了一个方形质量沉积区，当有物质沉积到该区时，由于质量沉积效应，声表面波的波速发生变化，使以延迟线作为反馈回路的振荡器的振荡频率发生变化，并通过这一变化反映出沉积物的质量。 - Compared with conventional bracing technology , not only soil nailing will actively support soil masses , but also interaction effect of soil nailing and soil masses will be mobilized leading to utilize in - site strength of soils to a maximum degree . the disturbed soil masses that originally induce loading effect on bracing structures are transformed into a part of bracing structures . accordingly , the composite soil nailing bracing technique begins to be applied to reinforcement of soft soils or foundations
复合土钉支护技术中，土钉主动支护土体，并与土体共同作用，尽可能保持、利用、提高基坑边壁土体的原有强度，将传统支护方式中对支护结构形成荷载效应的扰动土体转化为支护结构的一部分，从而可以有效地应用于软土地区等特殊地质条件下的基坑支护，而且具有工艺简单、造价低、工期短等优点。 - Because of continuity of load effects in time and space , displacement effects of previous time period in the latter time period and effects in various places have been taken into accounts . it is on these basis that the paper puts forward the dispersed counting way discrete algorithm based on such relationship , takes time - stepping integration to calculate rails " dynamic response , uses fortran language to write counting program , and conducts computer mock tests about rails " power response
由于荷载作用在时间和空间上的连续性，因此考虑了前一时间段所产生的位移对后一时间段的影响以及不同位置的相互影响，在此基础上提出了基于车轮、轨道、枕木相互关系的离散化算法，采用时间步长积分计算了轨道的动力响应，使用fortran语言编制计算程序对轨道动力响应进行了模拟。