forced distribution中文是什么意思

• 强制分布

• forced    adj. 1.强迫的，强制的。 2.用力的。 3.勉强的 ...
• distribution    n. 1.分配，分发，配给；分配装置[系统]；配给品；配 ...
• forced distribution method    强制分布法; 强制分配法; 硬性分布法
• distribution chamber for forced hot air    加压热气分配室
• be forced to    被迫
• forced    adj. 1.强迫的，强制的。 2.用力的。 3.勉强的，不自然的。 forced analogy 牵强附会。 a forced smile 苦笑。 a forced style (文体)矫揉造作。 forced tears 假哭，硬挤出的几滴眼泪。 adv. -ly
• is forced    是必下棋
• distribution    n. 1.分配，分发，配给；分配装置[系统]；配给品；配给量；【经济学】配给方法，配给过程；分红；【法律】(无遗嘱死亡者的)财产分配。 2.分布，配置，分布状态；【生物学】(生物的)分布范围；【无线电】频率分布。 3.分类，整理，区分。 4.【电学】配电；【机械工程】配汽；【印刷】拆版；【逻辑学】周延(性)。 5.销售。 the distribution of wealth 财富的分配。 the accurate distribution of zoological specimens 动物品种的精确分类。 live on charitable distributions alone 完全依靠配给救济品生活。 the distribution of coniferous forests 针叶林的分布范围。 the distribution of troops 部队配置。 The distribution of our school paper is now 3000. 我们校刊的发行量现在是3000份。 We have a good harvest but our distribution is bad. 我们丰收了，但是产品卖不出去。
• of distribution    分派价值; 分销途径；分销渠道; 销售渠道
• s distribution    文件分发
• t distribution    t 分布; 霍特林t分布; 学生t分布
• t-distribution    t分布; 分布
• t-distribution t    分布
• forced draft (forced draught)    强制通风
• forced heirship; forced heirs    特留分继承权
• be forced [compelled]    被逼
• be forced by others    并非出于本心
• be forced into exile    被迫流亡
• be forced into poverty    陷入贫困
• be forced to do    被迫做; 被强迫做某事
• be forced to exile    被迫流亡
• be forced to retreat    被迫撤退
• display forced    强制显示
• forced acquiesence    强制服从
• forced aeration    强迫掺气

• The two models of rigid and elastic piles have been discussed respectively , in which the anchor cable will be regarded as an elastic hinge . under the consideration of deformation harmony of anchor cable with piles bodies and pile bottom conditions , the solutions of the internal forces distribution along piles bodies are presented
  本文分别按刚性桩和弹性桩两种物理模式，将锚索视为弹性绞支座，利用抗滑桩和锚索位移变形协调条件，计算出不同桩底条件下抗滑桩的内力分布。
• In the beginning , some important factors influencing on the result of pushover analysis method , such as earthquake requirement spectrum , structural capability spectrum , horizontal force distribution , application reliability , high - model problem , etc , were discussed . then the influence of different characteristic of structure and earthquake on pushover evaluating result was analyzed
  首先结合某三层两跨已建框架结构拟静力实验模型，探讨了影响pushover法的地震需求谱、结构能力谱、侧向荷载分布形式、应用准确性、高振型问题等若干重要问题。
• Firstly , static analysis of slts subjected to design load is done , employing space link series fea , and enduring capacity and internal force distribution of latticed truss structure may be realized to some extent , so primary decision of key inspect regions of roof slts can be run in the thesis
  本文首先以空间杆系有限元法对整个网架结构进行在设计荷载作用下的静力计算分析，对网架结构的承载能力和结构的内力分布有一定程度的了解，并可初步确定网架结构监测的关键区域。
• In order to analysis the contact problem between elasticity roller and rigid plane , another iterative process is raised . supposing the right contact point has been known , the left contact point has to be found and the distribution of stick zone and slip one have to be determined in each iterative process . the outer load is evaluated according to the solved force distribution in contact zone
  针对弹性滚柱与刚性平面的稳态滚动接触问题，采用已知接触区右端点来搜索接触区左端点以及区内粘连区、滑移区分布的迭代搜索方法，并根据搜索得到的接触区内分布压力反求出外部载荷。
• The rule of the axial force distribution in the src column summarized , and a reasonable formula for the axial force level ’ s calculation in src column is offered for the design . besides , the aseismic analysis methods for the src structures are listed , and the dynamic time history analysis and static push - over analysis for the whole structure are done . the character of the earthquake response in this kind of structure is analyzed and some advice for actual design is proposed
  同时分析了src柱中的轴力分配规律,给出了比较合理的src柱轴压比计算公式;另外综合叙述了适用于src结构抗震分析的方法,并且运用常用的设计计算软件对整体结构进行弹性的动力分析和静力弹塑性分析,得出src柱对结构的整体抗震性能有提高,可以在保证竖向承载力的同时增大整体结构的抗侧能力,为以后的实际设计提供一定的依据。
• The layer analysis model of the three - dimensional limit equilibrium analysis of slope stability based on the similar mechanics of bishop ' s method and spencer ' s method , and the corresponding concepts of image of slide resistance factor spectrum of slide resistance factor n image of pull force distribution and spectrum of pull force distribution are introduced
  在此基础上，介绍了以类似bishop法和spencer法的力学假定为条件的三维极限平衡的层分析模型，以及抗滑系数图、抗滑系数谱、推力分布图和推力分布谱的概念。
• This paper uses for reference with an example of frame - shear wall structure and studies the conceptual design and method for optimizationof structural system . through establishing frame - shear wall structure unisonous differential eguation and finding a result , the side shifting curve , moment and shear force distribution curve are obtained under inverted triangle load action on the frame - shear wall structure . after analyzing and comparing , the range of best rigid characteristics for such structure has be gotten
  本文结合框架-剪力墙实例，研讨了结构体系的概念设计和整体优化方法。通过建立框-剪结构协同工作的微分方程及求解，得出框-剪结构在倒三角形荷载作用下的侧移曲线、弯矩、剪力分布曲线，经分析对比，得出框-剪结构最佳刚度特征值区间。
• In this thesis , analysis of whole performance and interior mechanism of plain soil slope and soil nailing wall with flag finite difference program has been carried out . at the same time , the impacts on the internal force distribution of soil nailing and the deformation of soil nailing wall of many factors , including the connection between face shield and soil nailing , the friction decline between soil nailing and soil , the shear force & bending moment resistance of soil nailing , the cement crack in soil nailing , face shield , excavation , the obliquity of slope , and so on are studied in this thesis
  本文通过flac有限差分程序，分析了素土基坑和土钉墙体的整体性能和内在机理，研究了土钉和面层的连接变化、土钉表面性能的下降、土钉的横向抗剪抗弯作用、土钉浆体的开裂、面层的有无、基坑的开挖过程、基坑放坡角度等因素对土钉内力分布和土钉墙变形的影响。
• The existing theoretical analyses have n ' t refelcted this true mechanism of the force transfering in fixed segment of anchor bar . for the sake of studying the working course from elastic to elastoplasticity slide better , this paper put forward shear stress - displacement curve , and solve the internal force distribution along anchor bar by the basic equntion . at the same time , this paper analysize the difference of columniform fixed segment and the segmeng with anchor slab at the foot of anchor bar
  为了更好的研究锚杆在不同荷载作用下，锚杆的工作状态从弹性到弹塑性发展的整个过程，本文进行了锚杆受力的模型实验研究，根据实验结果提出了剪应力与位移的弹塑性本构关系表达式，并根据锚杆受力的基本方程，求解得出了锚杆在不同工作状态下从弹性到弹塑性滑移的全过程中锚杆的内力分布。
• From above analysis , it is proved that , because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs , designed as grillage beams and reinforced by these results , the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement
  通过以上分析证实,由于现浇空心楼盖的与肋梁楼盖具有显著不同的内力分布规律,现浇空心板按梁格进行计算并配筋,将不能充分发挥该结构的技术优势,导致配筋量的增加。