译：the notes in the side columns model how to use the skills

zlceeh2022-10-04 11:39:544条回答

译：the notes in the side columns model how to use the skills and elements you read about on page 5

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zswlulawds 共回答了16个问题 | 采纳率87.5%: 旁边的注释告诉你怎么应用第五页你读到的技巧及其它相关东西; 1年前

清风小饮共回答了1个问题 | 采纳率: 边栏的信息教你怎么样使用第五页上的技能和元素; 1年前

wingwing31 共回答了23个问题 | 采纳率82.6%: 在第5页你读到的如何运用技巧和要素在边框注释; 1年前

男人的问题男人办共回答了12个问题 | 采纳率: 旁边的注释会告诉你应该怎么应用第五页你所读到的技巧及其它相关的东西。; 1年前

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把A栏和B栏配对,
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将这些词语填入表格中正确的栏目里.（一些词语可以填进多个栏目）

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英语高手请指教22.Simple joints to tubular columns using flowdrill c 英语高手请指教2 2.Simple joints to tubular columns using flowdrill connectors Flowdrilling was initially limited to mechanical applications until Sherman investigated the use of the process for structural steelwork joints,with investigations of both the micro-structure [3] of the thread and the bolted endplate connection [4]. The findings by Sherman were promising,suggesting that the bolts could be used with tubular columns.Further work by Banks [5,6] and Ballerini et al.[7,8] extensively investigated the performance of the connectors and showed them capable of withstanding the design tensile capacity of the bolt. Whilst simple connections in steelwork frames are designed to resist only shear loads they also possess both bending strength and rotational stiffness.For satisfactory performance,simple connections must be ductile.The purpose of the tests undertaken and reported herein was to investigate the strength and rotational stiffness characteristics of these joints.To help in the selection of practical member sizes for the joint tests,an economic study [9] was completed on typical buildings that may employ the flowdrill system.It was found that the 200 serial size of SHS column member would be suitable for many of the columns in a multi-storey frame of modest height, typical of frames built in the UK.The decision was taken to adopt the 200 section as this particular serial size also provided a large variation of tube wall thickness for the tests.It was also decided to adopt the 356 UB as the benchmark serial beam size.The 356 UB serial size was partly based on the study but was also influenced by the practical limitations of the testing apparatus. sagits1年前1: zxd0411 共回答了17个问题 | 采纳率88.2%

Flowdrilling被局限在机械应用到谢尔曼调查
使用过程中,为钢结构节点的调查
[3]的微观结构的线和螺栓终板连接[4].
结果是有前途的,由谢尔曼暗示,螺栓都可以使用
与管栏目.进一步的工作,由银行[5,6]和Ballerini[7,8]缪群.广泛
性能的研究,并把它们的连接器
承受拉伸能力设计的螺栓.
虽然简单钢框架连接在一起是为了抵御只有剪切
他们也具有荷载作用下的弯曲强度和转动刚度.满意,
性能、简单的连接必须韧性.测试的目的
本报告是探讨其力量和转动刚度特性
这些关节.帮助选择切合实际的成员的大小
测试、一种经济研究[9]就完成了对有代表性的建筑物可能使用
这个flowdrill系统.结果发现,200系列大小的柱的成员
将适用于许多的石柱在多层架的高度,
典型的英国的建造.这个决定收养200个部分
作为该特定序列大小也提供了大量的管壁厚度的变化
对于这些测试.这也决定采用356 UB作为基准串行梁
大小.UB串行大小的356是部分基于这个研究也有着极大的影响
通过实际限制的测试仪器.

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英语翻译over the years,we have written many columns describing t 英语翻译 over the years,we have written many columns describing the limitations of the traditional accounting model that has at its core a fixation nn recording assets at their acquisition cost and then systematically depreciating or amortizing them using unverifiable suppositions and speculations about asset life,salvage value and trends in value change over the years. Adding insult to injury is the portfolio of alternative depreciation methods that can be used to produce highly different patterns of calculated book value changes and recorded income statement impacts over an asset's assumed life.We know the results of these preconceived mathematical operations are unreliable,nay,totally meaningless,because they are not observations of real changes in an asset's vahie.We have long supported fairvalue reporting that transparently reports real factual values and changes in them.These facts are not only logically more usefiil because they're reliable,but they're also more profitable for managers and auditors because they are demanded by statement users. Every now and again we read something tbat provides new insights on these issues,usually as the result of looking at things from a different perspective.That was the case recently when we heard from a reader,(eff Koch,a CPA from Concordia,Kan.Jeff shared with us his perspective on fair value accounting and encouraged us to keep making our points.From his experience working with clients,Jeff is painfully aware of the traditional system's obvious,even glaring,limitations,and the huge benefits that come from reporting fair values. Having found Jeff's discussion both clear and persuasive,we decided to let it speak for itself.Here is what Jeff had to say: "I operate a CPA firm in an area with a focus in production agriculture.Many of our clients are required to prepare or have prepared fair market value balance sheets for their lenders in connection with a renewal of their farm operating note agreements and in connection with obtaining term notes for financing equipment and land on an annual basis,fhe lenders for these agricultural businesses halong ago learned that a well-cared-for 1967 lohn Deere 4020 tractor is fully depreciated for tax and book purposes,but still likely has a fair market value equal to or greater than its original cost.Also,these lenders understand that a piece of land purchased by a farmer in 1984 at $500 per acre is today worth four tinies that much in our area and has additional value to lend against and an economic carrying cost for the farmer far beyond its GAAP basis.Tlierefore,the financial statements tbat we prepare based on GAAP or the tax basis of accounting are meaningless,while fair value accounting has significant meaning.这是一个英文报纸上的话,翻译后定追+分! 大家都不是S B 明显的用在线翻译工具的就省省吧!翻译的好的会多追加的! 赤壁周郎nn1年前2: miner1113 共回答了21个问题 | 采纳率85.7%

Over the years, we have written many columns describing the limitations of the traditional accounting model that has at its core a fixation on recording assets at their acquisition cost and then systematically depreciating or amortizing them using unverifiable suppositions and speculations about asset life, salvage value and trends in value change over the years.
Adding insult to injury is the portfolio of alternative depreciation methods that can be used to produce highly different patterns of calculated book value changes and recorded income statement impacts over an asset's assumed life. We know the results of these preconceived mathematical operations are unreliable, nay, totally meaningless, because they are not observations of real changes in an asset's value. We have long supported fairvalue reporting that transparently reports real factual values and changes in them. These facts are not only logically more usefiil because they're reliable, but they're also more profitable for managers and auditors because they are demanded by statement users.
多年来,我们已在诸多栏目中描述了传统的会计模式的局限性,其核心是一种固定模式,即记录资产的购置成本,然后按照关于资产周期、残值和多年的价值变化等无法证实的假定和思索来进行系统的折旧或摊销.
更糟的是替代折旧方法组合,可用于对一项假定周期的资产做出不同的帐面计算值变化并且记录资产的收益影响.我们知道这些先入为主的数学运算的结果是不可靠的,不仅如此,毫无意义,因为它们不是资产价值的真正变化记录.我们长期以来一直支持公允价值报告,因为它能透明地汇报真实价值及其变化.这些事实不仅在逻辑上因为他们是可靠的,所以更有用,而且他们也更有利于管理人员和审计人员,因为帐目使用者要求这样.
Every now and again we read something that provides new insights on these issues, usually as the result of looking at things from a different perspective. That was the case recently when we heard from a reader, (eff Koch, a CPA from Concordia, Kan. Jeff shared with us his perspective on fair value accounting and encouraged us to keep making our points. From his experience working with clients, Jeff is painfully aware of the traditional system's obvious, even glaring, limitations, and the huge benefits that come from reporting fair values.
Having found Jeff's discussion both clear and persuasive, we decided to let it speak for itself. Here is what Jeff had to say:
不时的,我们读到一些就这种问题提出的新见解,通常是从不同的角度看待事物.下面是最近我们从一个读者Jeff Koch那听到的,他是一名来自堪萨斯州Concordia的注册会计师,Jeff Koch与我们分享了他对公允价值会计的看法,并鼓励我们作出我们的论点.从他与客户的经验中,Jeff Koch深深地认识到传统体制的明显局限性,甚至超明显,以及报告公允价值带来的巨大利益.
发现杰夫的讨论非常清楚和有说服力,我们决定引用他自己的原话.这里是杰夫说的话：
"I operate a CPA firm in an area with a focus in production agriculture. Many of our clients are required to prepare or have prepared fair market value balance sheets for their lenders in connection with a renewal of their farm operating note agreements and in connection with obtaining term notes for financing equipment and land on an annual basis, fhe lenders for these agricultural businesses have long ago learned that a well-cared-for 1967John Deere 4020 tractor is fully depreciated for tax and book purposes, but still likely has a fair market value equal to or greater than its original cost. Also, these lenders understand that a piece of land purchased by a farmer in 1984 at $500 per acre is today worth four tinies that much in our area and has additional value to lend against and an economic carrying cost for the farmer far beyond its GAAP basis. Tlierefore, the financial statements tbat we prepare based on GAAP or the tax basis of accounting are meaningless, while fair value accounting has significant meaning.
“我在一个重点生产农产品的地区经营会计师事务所.我们的许多客户都需要准备或已经准备,在上年基础上,提供给他们的出贷方一份与其农场操作说明协议更新相连系的公平市场价值资产负债表,并且负债表与融资设备及土地的获得注意事项有关联.这些农业商业贷款人早就知道,一个保养良好的1967年的约翰迪尔4020拖拉机为税务和订购目的全面折旧,但仍可能有一个公平市场价值等于或高于其原来的成本.此外,这些贷款人明白,在我们地区,由一个农民于1984年为每英亩500美元购买的一块土地现在值四倍以上,并有比一般公认会计原则基础高的出货附加价值以及农民经济承担成本.所以,我们基于通用会计准则或会计税基础之上的财务报表是毫无意义的,而公允价值会计具有重大意义.

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及其相应的语法点有哪些啊?this book grew out a series of columns. 瓶瓶06081年前2: wanghaibo 共回答了15个问题 | 采纳率93.3%

翻译：这本书由一系列专栏汇编而成
grow out of ==be made up of :由- - - -组成.
a serious of + 名词复数一系列- - -

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楼上的几位都基本上翻译到了,可估计楼主还搞不清楚为什么那样翻译.
这段话里,注意两点：1,columns of news,专栏的意思.
最主要的是 closely,这个单词是修饰read,还是 printed?（not prited)?
因为这个搞不清,所以可以看到有的人翻译成了仔细阅读,有的翻译成印制紧密这样的分歧.
显然,closely 在这里修饰printed,翻译成密密麻麻比较好.
整个翻译为：你爱看日报上那些密密麻麻的专栏吗?
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矩阵设计中过多的列会导致整数溢出.过多的列可能是由于在一个或多个因变量上的水平数太多,或者是由于因变量间各水平的交互作用很显著,一个较高级的命令在各因变量之间相互影响.也可能是由于有太多的因变量 .
就是说有数据溢出,原因就是因变量太多或者是因变量的水平太多了.
我的spss水平也有限,就只能给你翻译到这里了.

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望楼主采纳!

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1.需要能够为不同的纵列排序列.
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英语翻译The columns shall be ordered such that the columns for t 英语翻译 The columns shall be ordered such that the columns for the measure with the highest number of errors over all Production Steps are leftmost. 我知道大概是讲,一个表格中列的排序方式.ordered是排序.但是对应实际的表结果看有点拿不准,所以问问高手们.重分答谢 wjh3171年前1: li9920648 共回答了16个问题 | 采纳率93.8%

这些列需要被这样排列 :代表 "产品步骤中措施的最高错误数量" 的列要放在最左边

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关于sat2化学是不是判断题是在两个columns都对的情况下才可能出现ce? 撒旦公主1年前2: 路十二共回答了11个问题 | 采纳率90.9%

一定要两个都对并且后面一项正确解释前面一项

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英语翻译2.Short columns under Combined Axial Force and Moment Wh 英语翻译 2.Short columns under Combined Axial Force and Moment When a member is subjected to combined axial compression N and moment M ,such as in Figure 4.28a it is usually convenient to replace the axial load and moment with an equal load N applied at eccentricity e = M / N ,as in Figure 4.28b .The two loadings are statically equivalent .All columns may then be classified in terms of the equivalent eccentricity . (1) Failure modes of columns Under the combined actions of axial force and moment ,there are two types of failure modes of column (a) balanced failure ,(b) compression failure ,when the neutral axis is outside the section ,causing compression throughout the section ,and (c) tension failure ,when the neutral axis is within the section ,developing tensile strain on the left of the neutral axis . Balanced failure Under this mode of failure ,yielding of the tensile steel on the far side of the column occurs simultaneously with the attainment of limit compressive strain of 0.0033 in concrete . Compression failure Compression failure of the column occurs when (a) the relative eccentricity e0 / h0 is small ,or (b) although the relative eccentricity e0 / h0 is large ,the tension reinforcement ratio is large .Columns having small relative eccentricity are generally characterized by compression over the entire concrete section ,but section .Columns of this type fail by crushing of the concrete and compressive yielding of the steel on the side near the load ,while the reinforcement on the side farthest from the load does not yield .See Figure 4.29b Tension failure Tension failure occurs when (a) the relative eccentricity e0 / h0 is large ,and (b) the tension reinforcement ratio is moderate .The longitudinal steel on the side farthest from the load yields first .Gradually ,with the increase of tensile strain ,the compressive strain reaches 0.0033 at the compressive edge and compression reinforcement yields . (2) Capacity of short columns under combined axial force and moment Figure 4.29 Failure modes of columns Under the combined actions of axial force and moment ,a strength interaction diagram (see Figure 4.30) generally describes the capacity envelope of a column .The strength interaction diagram defines the failure load and failure moment for given column for full ranges of eccentricity from zero to infinity .For any eccentricity ,there is a unique pair of value of (Mu ,Nu ) that will produce the incipient failure .That pair of values can be plotted as a point on a graph relating Mu and Nu .Any radical line represents a particular eccentricity e0 = M / N.Load demand points (M,N) from all load combinations must fall inside the (Mu ,Nu) capacity envelope ;otherwise ,the column is considered inadequate and should be redesigned . lzgsz1年前1: happed 共回答了23个问题 | 采纳率100%

联合作用下轴力和弯矩2.Short列
当一个成员是受到诸如图4.28a为联合轴向压力N和弯矩M,它通常是便于更换,如图4.28b轴向负荷及力矩负荷N与平等适用于偏心距e = M / N可, .这两个静态等效荷载.所有列然后可以在同等条件分类偏心.
列（1）失效模式
根据轴力和弯矩共同作用,有两种类型的列的失效模式（一）平衡失败,（二）压缩失败,当外面的中性轴节,造成整个节压缩,以及（三）拉破坏,当是在中性轴节,发展上的中性轴向左拉伸应变.
平衡失败
在这种模式的失败对列的另一边拉钢材屈服,同时发生的极限压应变的0.0033具体的实现.
压缩破坏
列压缩时出现故障（一）相对偏心的e0 / H0为小,或（b）虽然相对偏心的e0 / H0为大,拉力钢筋比大.列有小的相对偏心压缩一般特点在整个具体部分,但部分.这种类型的列不能由破碎的混凝土和抗压在靠近负载端降伏,而侧面加固从负载最远不会屈服.见图4.29b
拉破坏
紧张时发生故障（一）相对偏心的e0 / H0为大,（b）在紧张配筋率是温和的.侧面的纵向上最远从负载钢产量第一.逐步与拉伸应变的增加,在压缩应变达到压缩的压缩力和增强收益0.0033.
（2）能力和轴向力共同作用下瞬间图4.29柱破坏模式,短柱
根据轴向力和力矩,一种力量交互图（见图4.30）一般描述了一个柱容量的信封.交互图的力量给予定义为从零到全系列列偏心破坏荷载和破坏的时刻联合行动无穷大.对于任何偏心,有一个值（亩,怒江）的独特一双会产生早期失效.这两个值可以被绘制为一个有关亩,怒江图点.任何激进路线代表特定偏心的e0 =米/全负荷的需求点,从所有的负载组合（M和N）必须属于内（穆,怒族）能力信封,否则,列被视为不足,应重新设计.

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英语翻译The columns support the projected parts of the building. 英语翻译 The columns support the projected parts of the building.求解这里的support是什么意思,求整句话的翻译~ gsdfgccxxx1年前1: xichunfeng123 共回答了15个问题 | 采纳率100%

这里的support就是“支撑”的意思啦
柱子支撑着这座建筑的凸出部分.

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英语好的人来解答!（Put the family words in the two columns).把下列表示的家庭成 英语好的人来解答! （Put the family words in the two columns).把下列表示的家庭成员的单词归类． [sister uncle brother mother aunt grandmother son daughter wife father nephew husdand niece grandfather ] 分为以下两类 Men Women ____________________________________________________________ ____________________________________________________________ ____________________________________________________________ smallfish5131年前4: 扒灰老鼠共回答了15个问题 | 采纳率100%

Men:
uncle
brother
son
father
nephew
husband
grandfather
Women:
sister
mother
aunt
grandmother
daughter
wife
niece

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就是我用一列数据算得一组数,但是显示的时候都是Columns 1 through 6 0.3229 0.3746 0.4 就是我用一列数据算得一组数,但是显示的时候都是Columns 1 through 6 0.3229 0.3746 0.4263 0.4781 0.529 我想让它变成矩阵输出,应该怎么编 sleepywitch051年前1: m13csym 共回答了16个问题 | 采纳率100%

是这样的,这些数据都是以矩阵形式存在的,但是如果要出来的话,都是这样显示的.
另外,如果你想利用这些数据进行处理的话,可以在variable editor 变量编辑区里复制这些数据,然后在窗口一粘贴 ,就自动变成矩阵形式了.
你可以试试~

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英语翻译concrete nominal cover of structural:beams,columns:40mm 英语翻译 concrete nominal cover of structural:beams,columns:40mm SLABS:40mm mygod_ef8881年前1: 快意蒹葭共回答了10个问题 | 采纳率90%

标定混凝土保护层厚度：梁、柱为40mm,板为40mm

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Ultrahydrogel columns 500,250,120 (Waters) 失落城堡中的精灵1年前2: 爱情32gg 共回答了22个问题 | 采纳率95.5%

Ultrahydrogel 这个单词应该是Ultrahydrogen
这个句子的意思是液态氢柱子 500,250,120（溶液）

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penning columns什么意思. 在英语新闻里 hunanlinli1年前1: zjxclbk 共回答了13个问题 | 采纳率92.3%

写专栏.

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英语翻译Total down the columns for Total Value,Scrap Allow and N 英语翻译 Total down the columns for Total Value,Scrap Allow and Net Value to indicate the amount owed by Medela.Return the original Termination Claim form,copies of the High Point and Current Medela Supplier Supplier Schedule,along with supporting documentation to the Director of Supply Chain. 啦啦是个大笨蛋1年前4: icedraco 共回答了18个问题 | 采纳率94.4%

全部记下总价值、零碎值和净值的数量,得出由美德乐欠下的数值.归还原先的终止催询单,关于当前的高点和美德乐供应商提供的附表副本,以及供应链总监的证明文件.
自己的理解加查询应该是对的希望能帮到你

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英语翻译1.1 Reinforced Concrete Column1.1.1 Types of columnsColu 英语翻译 1.1 Reinforced Concrete Column 1.1.1 Types of columns Columns are defined as members that carry loads chiefly in compression .Usually columns carry bending moment as well ,about one or both axes of the cross-section ,and the bending action may produce tensile force over a part of the cross-section .Even in such cases ,columns are generally referred to as compression members ,because the compression forces dominate their behavior .In addition to the common type of compression member ,i.e.,vertical elements in structures ,compression members include arch ribs ,inclined rigid frame members ,compression elements in trusses or shell . Columns may be classified based on the following different categories: (1) Base on loading ,columns maybe classified as follows: a.Axially loaded columns ,where loads are assumed acting at the centroid of column section . b.Eccentrically loaded columns ,where the loads are acting at a distance e from the centroid of column section .The distance e could be along the x or y axis ,causing moments either about the x axis or y axis . c.Biaxially loaded columns ,where the loads are applied at any point on the column section ,causing moments about both the x axis and y axis simultaneously . (2) Based on length ,columns can be classified as follows : a.Short columns ,where the column's failure is due to the crushing of concrete or due to the yielding of the steel bars under the full load capacity of the columns . b.Long columns (slender columns ) ,where the bucking effect and the slenderness ratio must be taken into consideration in the design ,thus reducing the load capacity of the column relative to that of a short column . (3) Based on lateral reinforcement ,columns can be classified as follows (Figure 4.24) : a.Columns reinforced with longitudinal bars and lateral ties . b.Columns reinforced with longitudinal bars and continuous spirals . c.Composite compression members reinforced longitudinally with structural steel shapes ,pipe ,or tubing ,with or without additional longitudinal bars ,and various types of lateral reinforcement . The main reinforcement in columns is longitudinal ,parallel to the direction of the load ,and consists of bars arranged in a square ,rectangular ,or circular pattern . Lateral reinforcement ,in the form of individual relatively widely spaced ties or a continuous closely spaced spirals ,serves several functions .For one ,such reinforcement is needed to hold the longitudinal bars in positions in the forms while the concrete is being placed .For this purpose ,longitudinal and transverse steel are wired together to forms cages ,which are then moved into the forms and properly positioned before placing concrete .For another ,transverse reinforcement is need to prevent the highly stressed ,slender longitudinal bars from bucking outward by bursting the thin concrete cover . sunag1年前3: wlwl29 共回答了21个问题 | 采纳率100%

1.1被加强的具体的专栏
1.1.1专栏的类型
专栏被定义为在压缩中主要地携带负荷的成员.通常专栏携带也弯曲片刻,大约一或者两者轴横断面者,和弯曲行动可能生产在一个横断面者的部份上的可拉长的力量.甚至在如此的情形,通常的专栏被提到当做压缩成员,因为压缩军队支配他们的行为.除了通常类型的压缩成员之外,也就是,压缩成员包括拱门肋骨,结构的垂直的元素使构架或贝壳的硬的框架成员,压缩元素倾向了.
专栏可能被分类基于下列的不同种类：
（1) 在载入上的基础,专栏也许依下列各项分类：
一.轴地装载了专栏,负荷是专栏区段的图心的假装演戏.
b.离开中心装载了专栏,负荷正在专栏区段的图心的距离 e 行动.距离 e 可能沿着 x 或 y 轴,引起片刻或关于 x 轴或 y 轴.
c.双轴地装载了专栏,负荷在专栏区段上的任何点被应用,引起关于的片刻两者的 x 轴和 y 同时地的轴.
（2) 基于长度,专栏能依下列各项被分类：
一.短专栏,专栏失败是由于打破得支离破碎者具体的或者由于钢的屈从者在专栏的完整负荷能力之下禁止.
b.长专栏（苗条的专栏） , 顽强反抗效果和苗条比一定进入设计的考量之内被拿,如此减少短专栏的与那相关的专栏的负荷能力.
（3) 基于侧面的增强,专栏能依下列各项（图 4.24) 被分类 :
一.专栏以纵观的酒吧和侧面的关系加强.
b.专栏以纵观的酒吧和连续的螺旋形之物加强.
c.合成物压缩成员纵观地以结构的钢形状、管或装管加强,与或没有侧面增强的另外纵观的酒吧,和各种不同类型.
在专栏的主要的增强是纵观的,对负荷的方向的平行,而且有在一个正直、矩形、或圆形的式样中被安排的酒吧.

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译：the notes in the side columns model how to use the skills

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