drifted angling造句
例句與造句
- Allowable value of drift angle of earthquake resistant structure
抗震結(jié)構(gòu)層間位移角限值 - The influence of drift angle on satellite photography of three line array camera
偏流角對星載三線陣相機(jī)攝影的影響 - One drift angle control method in tdiccd tansfer space camera is emphasized
著重介紹和分析了使用tdiccd的傳輸型空間相機(jī)的偏流角控制的方法。 - The model aims at minimizing the sum of braces stiffness at given story drift angle limitation
它的特點(diǎn)是在相同的層間位移角限值下，所求得的框架各層耗能支撐剛度之和最小。 - Drift angle position closed loop control system is achieved with 80c31 as controller , step motor as transact organ and absoluteness coder as measure organ . a large number of dada are obtained in all kinds space circumstance experiments
設(shè)計和實現(xiàn)了以80c31作為偏流角控制器，以步進(jìn)電機(jī)為執(zhí)行元件，以絕對式編碼器作為偏流角測量元件的偏流角位置閉環(huán)控制系統(tǒng)。 - It's difficult to find drifted angling in a sentence. 用drifted angling造句挺難的
- On the base of codes in 1989 , a series of seismic measures are improved in new codes , such as limit of inner - storey drift angle , minimum reinforced rate , column - beam moment magnification coefficient and moment magnification factor at the column base , etc
在89規(guī)范的基礎(chǔ)上，本次規(guī)范修訂進(jìn)一步提高了包括層間位移角限值、最小配筋率、柱一梁級差系數(shù)等等在內(nèi)的一系列抗震設(shè)計措施。 - The appropriate maximum stories and the appropriate maximum height of buildings are determined by using the various of control index , such as period , shear - compression ratio , allowable value of drift angle etc when earthquake fortification intensity is 8 degree
用各項控制指標(biāo)，如周期、剪壓比、軸壓比、層間位移角等進(jìn)行對比分析，給出在8度區(qū)該結(jié)構(gòu)的最大可建造層數(shù)和最大適用高度。 - Different kind space cameras use different image motion compensation methods and drift angle controls respectively . applications of drift angle control in mechanical image motion compensation and electronic image motion compensation are introduced and analyzed in this paper
不同類型的空間相機(jī)有不同的像移補(bǔ)償方法，也就有不同的偏流角控制方法，本文對機(jī)械像移補(bǔ)償法、電子學(xué)補(bǔ)償方法等像移補(bǔ)償方法中的偏流角控制及作用進(jìn)行分析。 - Image motion compensation ( imc ) is the key technology of high - resolution space camera . image motion speed is seperated into two vectors in image coordinate for the existence of the drift angle : the forward direction image motion speed and the crosswise image motion speed . in fact , drift angle control eliminates the crosswise image motion speed , so it is a part of image motion compensation
在空間照相，由于偏流角的存在，使得像移速度在像面坐標(biāo)系存在兩個分量：前向像移速度和橫向像移速度，偏流角控制本質(zhì)上是消除橫向像移速度，因此，偏流角控制是空間相機(jī)像移補(bǔ)償?shù)囊徊糠帧? - Based on the past results , seismic behavior of r . c . frame structure with special - shaped column is studied , according to the members to the structure in sequence in this paper . the main contents are as follows aspects : first of all , aiming at the characteristics of special - shaped column , various control parameters including allowable value of drift angle , axial load ratio etc , are studied
本文在前人研究成果的基礎(chǔ)之上，就鋼筋混凝土異形柱框架結(jié)構(gòu)的抗震性能，按照從構(gòu)件到結(jié)構(gòu)的順序展開研究，主要內(nèi)容如下：第一，針對異形柱的特點(diǎn)，對影響結(jié)構(gòu)抗震性能的主要參數(shù)，如層間位移角、軸壓比等進(jìn)行研究。 - On the basis of analysis previous experiment data , it is conclusion that allowable value of drift angle of elastic and elastic - plastic is 1 / 550 and 1 / 75 respectively , which is applicable to r . c . frame structure with special - shaped column is given out . the conclusion explains that the deformabiliry of r . c . frame structure with special - shaped column lies between rectangle column frame structure and shear wall structure . the calculating formula of allowable value of axial load ratio of special - shaped column is derived , it is compared with that of equaling areas rectangle column
根據(jù)對前人試驗數(shù)據(jù)的統(tǒng)計分析，給出了適用于異形柱框架結(jié)構(gòu)的彈性和彈塑性層間位移角限值分別為1 550和1 75 ；指出了異形柱框架結(jié)構(gòu)的層間變形能力介于普通矩形柱框架結(jié)構(gòu)和剪力墻結(jié)構(gòu)之間；以t形柱為例，推導(dǎo)了異形柱軸壓比限值的計算公式，通過與等面積矩形柱的對比分析，認(rèn)為異形柱的軸壓比限值與其截面尺寸的比例關(guān)系有關(guān)；當(dāng)腹板受壓或翼緣受壓時， t形柱軸壓比限值存在較大差異；不同的荷載角作用，軸壓比限值變化較大；矩形柱的軸壓比限值要大于異形柱的軸壓比限值。 - According to the fact of seismic design of our country , a practical displacement - based seismic design method is put forward . the seismic performance level is divided into three : serviceability , life - safety , and collapse protection , hi order to control the performance level of the structure , the three levels are quantified with story drift angles
為了與我國建筑抗震設(shè)計規(guī)范的設(shè)防目標(biāo)相協(xié)調(diào)，并便于在設(shè)計計算中予以控制，本文將建筑結(jié)構(gòu)的功能劃分為三個水平，即使用良好、人身安全和防止倒塌，并采用層間位移角限值來量化框架結(jié)構(gòu)的功能水平。 - The conclusions are as following : ( a ) the element dimensions of frames in 7 . 5 regions are determined mainly by axial compressive ratio . the reinforcements in most columns are dominated by the minimum reinforcement rate . and the element dimensions of frames in 8 . 5 region are determined by both axial compressive ratio and maximum inner - storey drift angle
結(jié)果表明： 7度半結(jié)構(gòu)的截面尺寸主要由軸壓比決定，絕大部分柱配筋由最小配筋率控制，而8度半結(jié)構(gòu)的截面尺寸由軸壓比和最大層間位移角兩個因素同時控制，最小配筋率對柱配筋的影響很小。