線形參照系 的英文怎麼說

中文拼音 [xiànxíngshēnzhào]
線形參照系 英文
linear reference system
  • : 名詞1 (用絲、棉、金屬等製成的細長的東西) thread; string; wire 2 [數學] (一個點任意移動所構成的...
  • : 參構詞成分。
  • : Ⅰ動詞1 (照射) illuminate; light up; shine 2 (反映) reflect; mirror 3 (拍攝) take a picture ...
  • : 系動詞(打結; 扣) tie; fasten; do up; button up
  • 參照 : refer to; consult
  1. The system can display in 3d the robots with higher quality graphics on pc by adopting the solid model technology, and modify the model of robots according to the size given by users, so that the parametric modeling is realized under interactive mode. it realizes the graphics simulation of robots in kinematics in both articulatory space and cartesian space, and it also realizes the animated simulation of trajectory of linear interpolation in point - to - point mode. the movement of robots can be realized by graphics teaching or programming

    統採用實體造型,能在微機上顯示較高質量的機器人的三維圖,可以按用戶給出的尺寸修改模型,在交互方式下,實現機器人的數化造型;統能夠在關節空間和笛卡爾空間中進行運動學的圖模擬,能進行點到點直插補軌跡的動畫顯示,機器人的動作可以示教再現,也可以由程序設定。
  2. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變特徵、破壞模式、及模型材料的變模量、極限承載力、極限變量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變、及榫卯減振數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦數,斗?抗側移剛度,斗?恢復力特性及滯回曲,斗?抗壓極限承載力及受力變規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變、斗?的變、復位、耗能減振數等進行了定量分析。
  3. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變入手,將塑性鉸區看作純彎段,將塑性鉸以外的區域看作剛體,按體外預應力筋的狀不同,分工程中最常見的三種體外結構式,即無轉向塊的直型體外筋混凝土梁、具有一個轉向塊的單折型梁和具有兩個轉向塊的雙折型梁,研究體外預應力筋變和梁體的變間的關,推導出以極限狀態下塑性鉸區之半對應的轉角為數的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算公式,並進一步求得梁的極限承載力。
  4. According to design route of the forming process of cold precision rotary forging of common bevel gear, this design system gearcapp can be divided into 4 modules : the module of the information inputting of common bevel gear part, the module of design the forging, the module of the process parameters design, the module of mould design

    基於pro engineer2000i統平臺,研究開發出了傘齒輪冷擺輾精密成工藝capp和模具cad設計統? ? gearcapp統。按傘齒輪冷擺輾精密成工藝的設計路, gearcapp統被設計成四個功能模塊:傘齒輪零件信息輸入模塊、鍛件設計模塊、工藝數設計模塊和模具設計模塊。
  5. There is a natural linear order relationship among the data of one - dimensional sample, so which can be ordered according to the size of the sample points, however, since there is no natural linear order relationship among data of multi - dimensional sample, it is impossible to gain multi - dimensional order statistics in accordance with the order of the size of sample, neither is it impossible to extend many useful methods for one - dimensional nonparametric oiatistics to those for high dimensional ones

    對於一維樣本,由於數據之間存在一種自然的性序關,故可按樣本的大小排序,從而得到秩向量。但對于多維樣本,數據之間則不存在自然的性序關,無法按樣本的大小排序而得到高維樣本的次序統計量並由此把一維非數統計的許多有用的方法直接推廣到高維情,使得對多元數據的統計分析十分麻煩。
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