- 更多网络例句与组合板相关的网络例句 [注：此内容来源于网络，仅供参考]
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The instructive conclusion was: 1 under the vertical loading, the shear-lag effect was produced badly, more severer under concentrated loading than under uniform loading .2 the longitudinal bending deformation of the beam flange was true of the imitating plane assumption of deformation . 3 the width length ratio was confirmed as the first factor working on the shear-lag effect among all the geometric parameters;4 the shear-lag coefficient of simple-supported box-girder was severer than the continuous box-girder, the shear-lag effect in the inner supported section of continuous beam was much more severer, we need paying more attention for it in designing. 5 the non-liner characteristics of material deformation have littlie influence on shear-lag effect in BGCW. 6 the experiential calculating formulation and calculating diagram for the effective flange width was raised with the only factor of the width-span ratio., but the primary location of axis of bending moments should not be changed while calculating the inertial moment .
研究认为：1室内模型试验和空间有限元分析结果均表明波形钢腹板组合箱梁在竖向荷载作用下，翼板出现了典型的纵向应力剪滞效应。2在竖向荷载作用下，截面高度上各点纵向正应变分布认为可符合"拟平截面假定"，以此作为波形钢腹板组合箱梁抗弯计算的基本假定。3箱梁宽跨比是影响波形钢腹板组合箱梁翼板剪滞效应的主要因素。4连续波形钢腹板组合箱梁的翼板剪滞系数大于简支梁，且连续箱梁内支点截面翼板剪滞效应相当严重，对此需十分重视。5当混凝土翼板受力由弹性阶段进入弹塑性阶段时，材料的非线性特性对翼板的剪滞效应影响甚微。6提出了根据组合箱梁的宽跨比参数来计算翼板有效宽度比的经验公式和计算图表，但箱梁截面抗弯惯性矩的计算不应改变原先的截面中和轴位置。
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In the elastic limit state as defined in this paper, the stress distribution and the limit temperature of the plate are obtained.
对陶瓷 /金属功能梯度多层组合板进行了稳态热传导分析及热弹性极限分析，导出了稳态温度分布场，极限状态热弹性应力分布的计算式，并在弹性极限状态下，得到了弹性极限温度。
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At last, finite element is used to analyze compound plate thatidentifies accuracy of the paper.
最后，对型钢—混凝土组合板进行了非线性有限元分析，证明了本文公式的准确性。
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The finite element analysis shows that the two kinds of trial designs meet demand.(3) Compared the static behavior of three kinds of designs with each other, the results show that using the steel web concrete combined box tie beam can reduce the structure internal force and is beneficial to structure stability.
采用波形钢腹板组合系梁和平钢腹板组合系梁进行了钢管混凝土拱梁组合桥的试设计，并进行对其有限元分析，结果表明两种试设计方案均满足受力性能要求。
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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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A new type of composite slabs has been put forward and thirty-nine specimens have been done.
3对已提出的一种新型轻钢-混凝土组合板，在先期研究工作的基础上进行了四十个试件的试验研究。
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The theoretical analysis of C plate that frame combination of heavy-duty die forging hydraulic press is finished, can get the relations that pressure and the preload of the drawbars.
对组合板框式巨型模锻压机主机架的关键件C形板进行理论受力分析，得到工作载荷P与夹紧拉杆预紧力F0之间的关系。
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Firstly,a state-of-the-art survey of hybrid FRP-concrete beam/deck systems is reviewed from the aspects of the main composite forms and their studies.Secondly,three typically analytical methods and three types of optimized failure modes and their corresponding ductility for hybrid FRP-concrete be...
文中首先从主要组合形式及其相关研究等方面回顾了FRP-混凝土组合梁/板系统的国内外研究现状，其次介绍了FRP-混凝土组合梁/板系统的3种常用分析方法和3种优化失效模式及相应的延性特征，接着列出了FRP-混凝土组合梁/板系统在国内外桥梁工程中的具体应用，最后探讨了该组合系统在今后研究中需要解决的一些问题。
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After 15-time breakings, the average loads of old and new composite boards have obvious differences and gradually decline on loading. The average kicking load of the boards was 566.5kg.
实验结果如下：新组合板击破荷重力量平均（193.2公斤）显著大於旧组合板（123.4公斤），经15次击破后，荷重力量平均数亦显著递减。
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Mainland has been providing various and voluntary assistance, including the prefabs(组合板屋的说法,第一次留意到,记下~~) and raised almost 800 million RMB（about170 million TWD）for the hearts and minds of the Taiwan people.
如今它公开表明接受达赖喇嘛访问台湾，尽管强调其中的&人道与宗教考量&，但仍势必挑战大陆当局在国家核心利益方面的底线，同时也考验两岸关系的韧性。
- 更多网络解释与组合板相关的网络解释 [注：此内容来源于网络，仅供参考]
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ADAGE; ADAGIO：慢板组合;慢板
"AD LIBITUM","随意" | "ADAGE;ADAGIO","慢板组合;慢板" | "ADAM AND EVE","亚当与夏娃"
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flitch beam：组合板梁
flitch 粗加工大木料 | flitch beam 组合板梁 | flitch girder 组合板梁
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flitch girder：组合板梁
flitch beam 组合板梁 | flitch girder 组合板梁 | float 抹灰子;浮标
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flitch girder：组合板大梁
flitch beam 组合板梁 | flitch girder 组合板大梁 | flitch plate 组合板
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flitch plate：组合板
flitch girder 组合板大梁 | flitch plate 组合板 | flitch trussed beam 组合桁架梁
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paragraph：段落调板
C.子菜单下的所有调板打开后都可以重新排列组合,比如,字符(CHARACTER)调板可以和定位(TABS)调板组合到一起C.单击工具箱最下方的预览模式(PREVIEWMODE)按钮C.它们都可以在字符调板(CHARACTER)的弹出菜单中找到D.它们都可以在段落调板(PARAGRAPH)的弹出菜单中找到A
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composite propellant：组合推进剂
composite plate 组合板 | composite propellant 组合推进剂 | composite sample 组合试样
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Stiffened Plates：板梁组合结构
加筋影响矩阵:stiffened influence matrix | 板梁组合结构:Stiffened Plates | 复合材料加筋板:stiffened laminated plates
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flitch trussed beam：组合桁架梁
flitch plate 组合板 | flitch trussed beam 组合桁架梁 | flitch 贴板
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splitting plate：组合板
分裂因子 splitting factor | 组合板 splitting plate | 铅绒 spongy lead