查询词典 column width
- 与 column width 相关的网络例句 [注:此内容来源于网络,仅供参考]
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In reference to Figure 10.6a,when the beam width is less than the column width ,the effective joint width is the average of the beam width and column width ,but it should not exceed the beam width plus one-half the column depth h on each side of the beam .
在谈到图10.6a ,当光束宽度小于栏宽,有效地联合宽度平均束宽度和栏宽,但它不应超过束宽加一半栏深度h每边的梁。
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Among them flowers and plants of head shape column (flowers and plants of column of Capitata), horse segment of a circle (flowers and plants of column of Fine Stem), Mineirao and CIAT1517 column flowers and plants (CIAT1517) belongs to phosphor small effect is not sensitive model; heat grinds 2 column flowers and plants (Reyan2), heat grinds 5 column flowers and plants (Reyan5), flowers and plants of column having a check mark (flowers and plants of column of Verano), bush and TPRC2001-2 column flowers and plants (TPRC2001-2) performance is not steady.
其中头状柱花草、马弓形柱花草、Mineirao柱花草和CIAT1517柱花草(CIAT1517)属于磷低效不敏感型;热研2号柱花草(Reyan2)、热研5号柱花草(Reyan5)、GC1581柱花草(GC1581)和TPRC2001-1柱花草(TPRC2001-1)属于磷高效敏感型;西卡柱花草属于磷高效不敏感型,有钩柱花草、灌木柱花草和TPRC2001-2柱花草(TPRC2001-2)表现不稳定。
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To resolve this problem, reduce the column width, column spacing, or number of column s in the report, so the width of the column s plus the width of the default margins is less than the width of your paper.
若要解决该问题,可以减少报表的列宽、列间距或列数,以使各列的宽度加上默认的页边距小于纸张的宽度。
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The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.
本文研究的主要内容如下:通过大量的计算、分析和对比,总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同,为深入了解异形截面柱的特点提供必要的基本概念和数据;通过大量的弹性及弹塑性计算分析,在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下,在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律,并在此基础上总结归纳出异形柱结构的最大适用高度规定,可用于规程,以便于在确定方案时起到宏观控制的作用;对肢长与肢厚比在4~5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨,提出初步的设计方法;通过对典型工程的弹塑性动力时程分析,检验异形柱结构的薄弱层及屈服、破坏、倒塌机制,以达到建筑物大震不倒的抗震设防要求;通过理论分析,推导出异形柱结构自振周期,以及适宜自振周期、适宜刚度的工程实用简化计算公式,为经济、安全、合理地确定结构方案提供简便实用的方法;在本文理论分析、计算以及大量的研究成果基础上,总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容,并在此基础上提出异形柱结构的抗震设计建议。
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Results; Facial width was correlated to most of craniofacial width; basal bone of maxilla was adapted to facial type; nasal width was related to craniofacial width in high-angle subjects; condyle width was related to adjacent structures; gonial width was related to condyle width.
结果:高低角骨面型中面宽与整个颅面部横向发育关系都较密切;上颌基骨宽度与面型协调一致;高角骨面型鼻宽受整个颅面宽度的影响较大;下颌升支上下部分的宽度是相互关联的,髁突的宽度与邻近骨骼的宽度有关。
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In this thesis, the influence of column force, joint hoop reinforcement, and repeat load on the stress and sheer bearing capability of inclined pressure bar is analyzed utilizing finite element software. In the case study, the column axial force's influence on the inclined pressure bar's equivalent width, stress and sheer bearing capability of RCFEN is obtained by changing the column force when modeling the RCFEN with ANSYS. In the former model, the joint hoop reinforcement influence on the equivalent width inclined pressure bar and the strength of RCFEN is achieved by changing the quantity of joint hoop reinforcement; the inclined pressure bar's equivalent width and the strength variation of RCFEN under cyclic load are gained by applying low frequency cyclic load on the inflection point of column and the middle of beam.
针对上述算例中的框架外节点采用ANSYS进行建模,运用有限元软件分析了柱轴力、节点箍筋、反复荷载对外节点斜压杆承载力、抗剪承载力的影响:改变柱轴力,研究了柱轴力对斜压杆的等效宽度、框架外节点斜压杆承载力、框架外节点斜压杆抗剪承载力的影响;在上述模型中,改变节点箍筋的数量,分析了节点箍筋对斜压杆的等效宽度、框架外节点强度的影响;在上述模型中,在柱反弯点和梁中点均进行低周反复加载,讨论了在反复荷载作用下,框架外节点的斜压杆的等效宽度、框架外节点强度的变化情况。
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DESCRIPTION /2--WAISTBAND RELAXED /3---POINT TO MEASURE "K" FROM WAISTBAND TOP EDGE /4---HIP WIDTH /5--FRONT RISE FROM WAISTBAND TOP EDGE /6---BACK RISE FROM WAISTBAND TOP EDGE /7---TIGHT AT CROTCH 2,5CM BELOW RISE /8----SIDE LENGTH FROM WAISTBAND TOP EDGE- OUTSEAM /9----INSEAM /10----LEG OPENING /11-----BOTTOM HEM HEIGHT /12---WAISTBAND HEIGHT /12-----IPPER LENGTH / 133LOOP HEIGHT /14----LOOP WIDTH /15 ----POCKET WIDTH AT TOP / 16---POCKET HEIGHT /17---POCKET WIDTH AT TOP /18---POCKET HEIGHT AT CENTER /19---FLAP LENGTH AT CENTER /20---FLAP LENGTH AT CENTER /21---LEFT CARGO POCKET WIDTH /22---LEFT CARGO POCKET HEIGHT, AT CENTER /23----RIGHT CARGO POCKET WIDTH /--RIGHT CARGO POCKET HEIGHT, AT CENTER
-说明/ 2 -腰带松动/ 3 ---点测量的& K &从腰带顶部边缘/ 4 ---髋宽/ 5 -前台上升腰带顶部边缘/ 6 ---返回上升腰带顶部边缘/ 7 ---致密在裆2,5中医以下上升/ 8 ----侧长度从腰带顶部边缘, OUTSEAM / 9 ---- INSEAM / 10 ----专家组开幕/ 11 ----底阁下身高/ 12 ---腰带身高/ 12-----IPPER长度/ 133LOOP身高/ 14----LOOP宽/ 15 ----POCKET宽顶端/ 16---POCKET身高/ 17---POCKET宽顶端/ 18---POCKET高度中心/ 19 ---皮瓣长度中心/ 20 ---皮瓣长度中心/ 21 -左货物口袋宽/ 22 ---左货物口袋身高,中锋/ 23----RIGHT货物口袋宽/-右键货物口袋身高,中锋机器反译,不知道有没有用
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DESCRIPTION /2--WAISTBAND RELAXED /3---POINT TO MEASURE "K" FROM WAISTBAND TOP EDGE /4---HIP WIDTH /5--FRONT RISE FROM WAISTBAND TOP EDGE /6---BACK RISE FROM WAISTBAND TOP EDGE /7---TIGHT AT CROTCH 2,5CM BELOW RISE /8----SIDE LENGTH FROM WAISTBAND TOP EDGE- OUTSEAM /9----INSEAM /10----LEG OPENING /11-----BOTTOM HEM HEIGHT /12---WAISTBAND HEIGHT /12-----IPPER LENGTH / 133LOOP HEIGHT /14----LOOP WIDTH /15 ----POCKET WIDTH AT TOP / 16---POCKET HEIGHT /17---POCKET WIDTH AT TOP /18---POCKET HEIGHT AT CENTER /19---FLAP LENGTH AT CENTER /20---FLAP LENGTH AT CENTER /21---LEFT CARGO POCKET WIDTH /22---LEFT CARGO POCKET HEIGHT, AT CENTER /23----RIGHT CARGO POCKET WIDTH /--RIGHT CARGO POCKET HEIGHT, AT CENTER
-说明/ 2 -腰带松动/ 3 ---点测量的& K &从腰带顶部边缘/ 4 ---髋宽/ 5 -前台上升腰带顶部边缘/ 6 ---返回上升腰带顶部边缘/ 7 ---致密在裆2,5中医以下上升/ 8 ----侧长度从腰带顶部边缘, OUTSEAM / 9 ---- INSEAM / 10 ----专家组开幕/ 11 ----底阁下身高/ 12 ---腰带身高/ 12-----IPPER长度/ 133LOOP身高/ 14----LOOP宽/ 15 ----POCKET宽顶端/ 16---POCKET身高/ 17---POCKET宽顶端/ 18---POCKET高度中心/ 19 ---皮瓣长度中心/ 20 ---皮瓣长度中心/ 21 -左货物口袋宽/ 22 ---左货物口袋身高,中锋/ 23----RIGHT货物口袋宽/-右键货物口袋身高,中锋
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The conclusions were as follows: theνO-H andνC=O IR absorption maxima shifted towards higher wave numbers after imprinting 17β-estradiol on TFMAA-co-TRIM copolymer with the red shift of theνO-H groups being apparent after precipitation polymerization for 16h while that forνC=O groups being observed after polymerization for 24h. A strong interaction between TFMAA and 17β-estradiol was confirmed by the high selectivity for 17β-estradiol, as indicted by the values of the separation factor of isomers of 17β-estradiol/17α-estradiol (2.28) and the imprinted factor (3.01). Particle diameter of TFMAA-co-TRIM polymer was between 300 nm and 1.5μm, which suited well for solid phase sorbent throughout at low column pressure. The recognition of imprinting TFMAA-co-TRIM polymer for sterol molecules was driven by enthalpy eluted with acetronitile, and low temperature was in favor of the separation of sterol structure analogues on imprinting column. TFMAA-co-TRIM polymer possessed of determinate anti-heat stability, with melting point beginning at 255.84℃, Tp=257.40℃, control TFMAA-co-TRIM polymer and imprinting TFMAA-co-TRIM polymer were respectively decompounded at 267.79℃and 343.11℃, and solid micro-extraction noddle prepared by the special polymerization also showed definite recognition for 17β-estradiol by GC/MS detecting at 270℃. By selection of various washing and elution solvents, elution reagents of close polymerization system were of more advantage in template molecules retention and recognition on molecularly imprinted solid phase extraction column. At a certain extent, progesterone, 17α-estradiol, 17β-estradiol and 4-androstene-3, 17-dione could be intercepted on the MISPE column. Especially, MISPE had high selectivity for progesterone, and imprinting TFMAA-co-TRIM polymer could achieve adsorption balance within 50 min by absorption kinetics test for 17β-estradiol. However, MISPE column showed better selectivity and enrichment property for 17β-estradiol than C18 and CSPE columns according to the data from HPLC and GC/MS analyses. Recovery of 17β-estradiol on MISPE column was up to 85.5% while when prime extracting solution of milk powder was sampled, the recovery of CSPE and C18 columns were 43.7% and 30.7%, respectively.
通过研究阐明:紫外聚合产物TFMAA-co-TRIM中的νO-H振动吸收峰在聚合16h后红移,νC=O振动吸收峰在聚合24h后红移;TFMAA-co-TRIM对雌二醇异构体的印迹因子达到了3.01,α为2.28,优于其它功能单体参与得到的聚合物识别特性;TFMAA-co-TRIM聚合物粒径介于300 nm至1.5μm之间,作为色谱固定相具有良好的通量和低的柱压;在乙腈流动相中,TFMAA-co-TRIM分子印迹固定相的分离过程主要被焓驱动,低温有利于分子印迹固定相分离甾醇结构类似物;TFMAA-co-TRIM分子印迹聚合物在255.84℃时开始熔融,Tp=257.40℃,聚合物CP的降解温度在267.79℃,MIP降解温度在343.11℃,制备的固相微萃取头初步经GC/MS 270℃的耐热性测定;不同的洗提溶剂筛选证明了选择接近聚合溶剂的洗脱体系更有利于MISPE发挥识别效应;分子印迹固相萃取柱对孕酮、17α-雌二醇、17β-雌二醇和雄烯二酮都具有不同程度的保留特性,可作为此类化合物的吸附材料,特别对孕酮强保留的富集特性,可作为孕酮的选择性识别吸附剂,其分子印迹聚合物对17β-雌二醇的吸附动力学测定显示在50 min内基本达到吸附平衡,具有作为传感器核心敏感材料的潜力;对比萃取奶粉中17β-雌二醇性能,MISPE柱比非分子印迹固相萃取柱和C18柱具有更高的保留,回收率依次为85.5%,43.7%和30.7%。
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The load transfer and settlement behavior from the simulation results are also analyzed: most of the column load concentrates on the enlarged column cap, and distributes quickly, there is more load attenuation at the variable section. The skin friction of enlarged column cap develops more adequately than underside column. The column settlement concentrates on enlarged column cap, and soil settlement concentrates on a little area below the variable section.
利用三维数值模拟分析了钉形搅拌桩复合地基的荷载传递和变形特性:钉形搅拌桩桩身荷载主要集中在扩大头部分,且衰减较快,变截面处桩身轴力有较大衰减,扩大头桩侧摩阻力较大,下部桩体侧摩阻力较小;桩身变形集中在扩大头,桩间土变形则集中在变截面以下较短范围内。
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- 推荐网络例句
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Hanna: That's over now, isn't it?
都结束了,对吗
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You must be ill. You look so pale.
你一定是病了,你的脸色苍白。
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After proper differential delay, an UWB monocycle pulse with 84-ps width and the fractional bandwidth of 153% is generated after photodetection.
两个高斯脉冲经过适当的延时,光电检测后产生超宽带单周期脉冲,其脉冲宽度为84ps,相对带宽为153%。