- 更多网络例句与半柱相关的网络例句 [注：此内容来源于网络，仅供参考]
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The reference domain is assumed to be a bounded open set of R~N with boundary Γ of class C~2. We investigate in this paper the null controllability for the semilinear parabolic equations in non-cylindrical domains. The fixed point method is used in the proof.
本文讨论了定义在上述非柱形区域中的半线性抛物方程零能控性，我们使用的方法主要是通过同胚映射将非柱形区域中的抛物方程转化为柱形区域中的抛物方程，再利用不动点方法得到半线性抛物方程的有关结果。
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In this thesis, firstly, a semi-cylindrical capacitive sensor with interface circuit using for flow rate measurement is newly proposed.
首先，本论文最新地提出一使用在流量量测之半柱状电容感测器与其界面电路。
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Measurement results have successfully confirmed the correct functions and performance of the semi-cylindrical capacitive sensor with interface circuit using for flow rate measurement on the LCD panel coating machine.
量测的结果已经成功地验证了半柱状电容感测器与其界面电路的功能与成果於液晶面板的涂胶机器的流量量测上。
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Then, for the first time, a finite element model of the cylindrical shell surface was bring forward and set up.
首次提出和建立了柱体坐标系下的曲面柱壳单元有限元模型，以及在柱坐标系下的边界元法基本方程和柱坐标系下无限域与半无限域基本解。
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Based on code for design of steel structures GB50017-2003 and using the three column subassemblage model,a governing equation for determining the effective length factor of columns for non-sway semi-rigid composite frames was derived considering the effects of the nonlinear moment rotation characteristics of beam-to-column connections and composite action of slab.
本文基于钢结构设计规范GB50017-2003，利用三柱子框架模型，考虑了连接的非线性弯矩-转角关系和楼板组合效应的影响，推导了无侧移半刚性连接组合框架柱的有效长度系数方程式，同时考虑了梁端和柱远端不同约束情况对有效长度系数的影响。
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The results are showed as follow:1 The biological characteristics of the pathogenThe pathogen of Eucalyptus Dieback is Cylindrocladium quinqueseptatum Figueredo.
病原菌的生物学特性桉树焦枯病的病原菌是半知菌亚门丛梗孢目帚梗柱枝孢属的帚梗柱枝菌(Cylindrocladium quinqueseptatum Figueredo)。
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This study first analyzes boundary condition of single column member and adopts relative joint bending stiffness ratio of AISC to find the effective length factor. For that a structural joint or connection is neither full rigid nor full hinge in practice, this study uses this concept to establish the semi-rigid joint model. This study then discusses the structural behaviors of tapered members results with those from and compares these previous studies.
本文先对於单一柱构件之边界条件进行分析，采用AISC规范求取有效长度系数之G值控制梁柱相对劲度，同时考虑一般实务上结构接合并非完全刚性或完全铰接，模拟介於两者间之半刚性接合，藉由模拟结果进一步探讨非均匀构架之结构行为，并与前人之研究相关成果比较。
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The axially symmetric torsion of rigid circular shaft of varying diameter embedded in an elastic half space is studied by line-loaded integral equation method, where the problem is formulated by distributions of fictitions fundamental loads PRCHS (point ring couple in half space) along the axis of symmetry in interval of the shaft and is reduced to a one-dimensional and non-singular Fredholm integral equation of the first kind and is easily solved numerically.
弹性半空间；本文用线载荷积分方程法研究嵌在弹性半空间的刚性变直径圆轴的轴对称扭转。利用将"半空间的点环力偶"这一虚的基本载荷沿对称轴的圆轴区间中分布就能使本问题归结为一个一维的非奇异的Ferdholm第一种积分方程，且很易用数值求解。文中给出刚性圆锥，圆柱，圆锥柱嵌在弹性半空间的扭转的数值计算的例并和他人的已知结果相比较。
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One flush end-plate external joint under monotonical loading and the other four joints under cyclic loading were tested. Failure modes and the effects of reinforcement ratio and concrete in column flange were synthetically considered during cyclic loading. Results of the experiments show that external flush end-plate composite joint also have quite hysteretic behaviors, better strength resistance and stiffness that are worth to promotion in seismic area.Based on experimental results and plastic analysis simplified formulas on moment resistance of semi-rigid composite joints were introduced.
本文对1个半刚性端板连接组合边节点进行了单调静力加载试验并对4个半刚性端板连接组合边节点进行了循环加载试验研究，主要探讨了节点的破坏模式以及混凝土板内纵向钢筋配筋率和柱翼缘内填充混凝土对节点性能的影响，试验结果表明端板连接组合边节点依然具有良好的滞回性能，较好的延性和耗能能力，是一种值得推广的半刚性梁-柱节点形式。
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The 2, 4 mg tubes and the control tubes were not precipitated except for the 8 mg tube with 10000 r/min configuration. The 3 transparent tubes were desalted with column of Sephadex G-25 Superfine HiTrap respectively. All of the eluents of the 3 tubes were half-diluted consecutively with phosphate buffer saline respectively to change totally into 36 samples of 2 mg group, 4 mg group and control group, with 12 in each group.
取2、4 mg管及未加DNFB的HBIG水溶液对照管，各取半量对半稀释，以HiTrap分子筛柱脱盐， 3个洗脱液再分别作对半系列稀释11次， 3组共组成36个标本。
- 更多网络解释与半柱相关的网络解释 [注：此内容来源于网络，仅供参考]
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demi column：半柱
demand pattern 峰值需要量 | demi column 半柱 | demolition 拆毁
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half-mast belay：半柱确保
half ring bend/半圆结/ | half-mast belay/半柱确保/ | hammar pick/岩埋钩/
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half-mast belay：半柱確保法. 同意大利半扣
Halbmastwurf sicherung-half clove-hitch belay:半瓣結確保法. 簡稱HMS | Half-mast belay:半柱確保法. 同意大利半扣Munter hitch | Half ring bend:半圓結. 同意大利半扣Munter hitch
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semicolumn：半柱状
semicircular arch 半圆拱 | semicolumn 半柱状 | semidiameter 半径
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semicylinder：半柱体
半晶质 semicrystallinity | 半柱体 semicylinder | 半昼夜变化 (宇宙射线强度的) semi-diurnal variations
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demicolumn：半柱
demandpattern峰值需要量 | demicolumn半柱 | demolition拆毁
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hemiprism：半柱
半轴面 hemipinacoid | 半柱 hemiprism | 半脊贝 Hemipronites
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monoclinic hemiprism：单斜半柱面
monoclinic hemipinacoid 单斜半轴面 | monoclinic hemiprism 单斜半柱面 | monoclinic lattice 单斜点阵
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monoclinic hemiprism：单斜半柱
单斜半轴面 monoclinic hemipinacoid | 单斜半柱 monoclinic hemiprism | 单斜全面类 monoclinic holohedral class
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half column：半露柱,半柱
half coil ==> 半节线圈,半圈线圈,半线圈 | half column ==> 半露柱,半柱 | half compression cam ==> 半压缩凸轮,减压凸轮