load effect造句
例句与造句
- In chapter 3 , we briefly present the fundamental theory of the elastic response of a spherical earth to the surface loads and the treatment to the loading effects of the barometric pressure
第三章：简述球形弹性地球负荷响应解的基础理论和大气负荷效应的处理方法；建立大气重力和倾斜格林函数表达式 - The loading effect on gear vibration is explained by analysis of the simplified gear vibration model . and also the main characteristic frequency is given under the loading action , which is verified by many experiments
通过对齿轮振动模型的分析和简化,阐述了载荷对齿轮振动的影响,找出了齿轮在载荷作用下振动的主要特征频率,并经大量的实验证实 - Then the micromachining system with depth control is consummated . and simulation is verified . beneath deflection mode , the effects of velocity , feed , machining direction and the load effects of both modes is studied by experiment
进一步研究了恒高模式下工作台速度、进给量、不同的刻划加工方向以及恒高、恒力两种模式下针尖负载对加工深度的影响。 - The results of the static tensile experiments showed that the static property of the main bars was greatly changed after fatigue load effect which also changed the mechanics property of corroded reinforcement concrete beams
静力拉伸试验结果表明,主筋在疲劳循环载荷作用后,静力力学性能发生了较大的转变;疲劳循环加载较大地改变了锈蚀钢筋混凝土梁的力学性能。 - 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
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。 - It's difficult to find load effect in a sentence. 用load effect造句挺难的
- In this paper , load effect combination , resisting buoyancy of basement , load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed
摘要该文探讨的是《建筑结构荷载规范》中有关荷载效应控制的组合、地下室抗浮、地下室外墙和底板的荷载组合以及消防车等效均布荷载的确定等内容。 - Second , combine with the certain number method and the theory of reliability . also take the stochastic peculiarity of variable into account . through the sfem establish the relationship of loading effect （ such as stress ， internal force ， etc ） and random variable
然后把定值方法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，编制了随机有限元程序。 - It was observed that the reliability index of columns decreases along with the increase of steel amount , . as the steel amount reaches a certain value . when the axial force and bending moment of the loading effects are considered incompletely correlative or independent , the reliability index also decreases
发现用钢量超出某一值后，随着用钢量增加，柱的可靠指标下降；荷载效应中的轴力和弯矩不完全相关或不相关时，柱的可靠指标下降。 - ( 3 ) the contact model is used to simulate the crack . on the basis of project , the evolution of crack opening and crack depth related to loads such as hydrostatic pressure and temperature are studied using numerical simulation approach , and the load effect on the crack evolution is discussed
( 3 )用接触模型模拟裂缝，结合工程实际，应用数值仿真分析方法研究裂缝开度和开裂深度随外荷载(水压、温度等)的演变规律，分析了裂缝演变的荷载效应。 - According to the result , from the 20 to 100 the mechanism load effect is principle factor affecting the stress , the stress of the body and the board between 90 ~ 180 mpa . above 100 the thermal effect become the principle factor . the stress is generated by temperature gradient
分析结果表明,工作温度在常温到100时,机械载荷的作用为影响应力的主要因素,箱体的应力值在90mpa以下,底板上的应力值在180mpa以下;温度在100以上时,温度载荷的作用成为主要影响因素,应力的分布与温度梯度的分布相一致,这时应力主要是由于温度梯度产生的热应力。 - In tall buildings , for frame - shearwall structure with steel truss transfer story with large span , studies on its dynamic characters and seismic performance are performed . with different transfer story location at the structure , the difference analysis about the structures to period and mode , displacement , and shear etc . is performed in detail . and the vertical load effect to the steel truss transfer story with large span is analyzed
对于高层建筑中带大跨度钢桁架转换层的框架?剪力墙结构，分别对不同转换层设置高度下整体结构的动力特性和抗震性能进行了分析，对整体结构的周期和振型、整体结构的位移和层间位移、结构的剪力和层间剪力等方面性能的差异进行了研究；对大跨度钢桁架转换层在竖向地震作用下对其受力的影响进行了研究。 - The paper investigates deeply the loading effect and a variety of dynamic testing technique , suggests the reasonable design - size of the flattened brazilian disc ( fbd ) based on the successful experience in static loading . connecting with strain - gage method , a quick loading test is applied on the fbd on the material testing machine . the experiment obtains the elastic modulus and tensile strength of marble , the results show marble ' s properties be effected by loading , contracting which in static loading
在静态实验成功的基础上，提出了平台巴西圆盘试样( flattenedbraziliandisc ? fbd )较为合理的设计尺寸，并结合应变片技术，利用材料伺服实验机对大理岩平台巴西圆盘试样进行了快速加载实验，测得了大理岩在快速加载( 10 ~ 2mpa s )下的抗拉强度和弹性模量，并与静态结果做了比较。 - First , the load effect influence factor to the steel truss transfer story , including temperature load effect and differential constrains at the truss end , relative stiffness change between the transfer story with its upper frame structure , and relative stiffness change between transfer story and its lower frame structure , is studied
首先，对钢桁架转换层的受力影响因素进行了研究。主要进行了温度作用与钢桁架端部支承约束方式对钢桁架受力影响的研究，转换层与上部结构相对刚度变化对钢桁架受力影响的研究，以及转换层与下部结构相对刚度变化对钢桁架受力影响的研究。 - ( 3 ) it is known that load effect is not consistent with the section resistance incommon section continuous composite beam . a kind of composite beam with itsrational section size is suggested , which is consist of the t shape concrete beam andsteel girder . this kind of composite beam not only has enough carrying capacity , almost has same positive and negative resistance moment , but can decrease theamount of the steel
( 3 )分析可知连续组合梁的跨中、支座截面处荷载作用效应及截面抗力规律不匹配,本文提出了采用t形混凝土梁和工字钢代替一般的混凝土板和工字钢的组合梁截面形式,并给出了截面尺寸比例,能使正负截面抵抗矩接近,符合组合梁受力特征,减少了材料用量,满足承载力和刚度等要求。 - In the paper , firstly , present the formulation and application of proper orthogonal decomposition of covariance and cross - power spectral density matrices are presented in the analysis of wind load effects on structures . then the dynamic response of linear structures subjected to random loads is analyzed by a technique called double modal transformation ( dmt ) that is expressed through a double series whose terms depend on structural and loading modes
本论文中首先通过求相关矩阵和互功率谱密度矩阵特征值问题给出了本征正交分解的公式，并利用pod与结构模态相结合的双模态方法来分析结构的动态响应，主要讨论了截断高阶荷载模态对风致响应的影响。