lateral characteristics 中文意思是什麼

lateral characteristics 解釋
橫側運動特性
  • lateral : adj 1 橫的，側面的，旁邊的；橫向的。2 【語音】邊音的，旁流的，（舌）邊的。n 1 側部的東西，側向生...
  • characteristics : 產品性能描述
  1. We have observed the following characteristics of anatomical structure and development : ( 1 ) the primary roots belong to archetype and the lateral roots occur in the position toward the xylem of the vascular cylinder ; ( 2 ) the root endodermis consists of thicken casparian strips, and there are from two lo four layers parenchyma cells near the pericycle ; ( 3 ) the pith and resins canals are absent in the toots ; ( 4 ) secondary structure occurs in the root hair zone, and vascular cambium is formed from the parenchyma cells between the primary xylem and primary phloem ; ( 5 ) tanning materials are abundant in pericycle cells and phelloderm cells ; ( 6 ) sclereids are found in secondary phloem, and rays are rather rich in secondary xylem

    結果表明：氣生不定根具有以下結構特徵和發育特點： （ 1 ）根為二原型，側根正對著木質部發生； （ 2 ）幼根內皮層細胞具凱氏帶加厚，維管柱內緊挨中柱鞘內側具有2 ~ 4層大型薄壁細胞； （ 2 ）根中無髓和樹脂道； （ 4 ）次生結構發生於根毛區，維管形成層由初生木質部和初生韌皮部之間的薄壁細胞轉化形成； （ 5 ）中柱鞘和栓內層細胞富含單寧類物質； （ 6 ）次生韌皮部有石細胞，次生木質部射線發達。
  2. The dynamic characteristics of wharf piles subjected to lateral load is analyzed, used the dynamics theory. it gives an analysis and research to the functional mode of wharf foundation pile under flood tide torrent

    論文對水平荷載下碼頭基樁的動力特性進行分析，用振動力學理論對碼頭施工中的基樁進行動力分析。
  3. Coal mine equipment. troughed belt conveyors for loose bulk materials. cleaning scrapers and lateral bibs used for underground and for above ground. specifications. characteristics. test methods. acceptance testing

    採煤設備.鬆散集料用傳輸槽帶.地面和地下清除鏟運機和側閥栓.規范.特性.試驗方法.驗收試驗
  4. Fluctuant characteristics analysis of sidewall and bottom behind sudden lateral enlargement and vertical drop form

    突擴突跌布置側墻及底板脈動壓力特徵分析
  5. This paper has mainly made a research on the aerodynamic configuration design of " w " tailless aircraft and the design idea has been presented here. according to the configuration design requirement of certain uav, aerodynamic configuration design has been carried out and two configuration projects are given out at last : forward - swept wing tailless configuration and " w " tailless configuration. the longitudinal and lateral aerodynamic characteristics are obtained by using two aided soft : ug to build up geometrical models and mgaero to calculate flow field

    本文研究了「 w 」型無尾布局的氣動外形設計，闡述了該布局的氣動設計思想，根據型無人機的總體設計技術指標，進行了氣動外形設計，提出了兩種氣動布局方案：前掠翼無尾氣動布局和「 w 」型無尾氣動布局，利用ug建模軟體和mgaero氣動分析計算軟體計算了兩種布局的縱、橫向氣動性能，分析了前掠翼前緣掠角和翼身融合對氣動性能的影響，計算結果表明， 「 w 」型氣動布局的設計思想是正確的，所設計的「 w 」型無尾氣動布局方案的氣動性能優越，超過了總體設計技術指標。
  6. On the basis of the experimental research, its hysteresis characteristics, calculation method of stiffness in different stage and ultimate bearing capacity are discussed. based on a seismic design method on the new lateral resistant system is concluded according to the research result in the paper. the effect of some parameters is discussed on steel frame with cavity sandwich wall infill and some design suggestion is presented

    在試驗研究的基礎上，建立了該體系的恢復力特性模型，提出了模型各受力階段的剛度計算公式、極限承載能力的計算方法和抗震計算方法；對影響空腔結構砌體填充墻鋼框架抗側力性能的因素進行了討論，提出了設計建議。
  7. Irrigation technic - centre pivot and moving lateral systems - part 1 : presentation of the technical characteristics ; german version en 12325 - 1 : 1998

    灌溉方法.中心旋轉樞軸和移動支管噴灌系統.第1部分
  8. This paper analyzes the mechanics characteristics of structure for container vehicle with crane and find out its operating characteristics of hoist mechanism, running area and lateral stability conditions

    摘要對集裝箱運輸車起重自裝卸機構的力學特性進行了分析討論，得出裝卸過程中起重機構的工作特性、工作區域和保證車輛側向穩定性的條件。
  9. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈塑性性能，本文在國內外現有研究的基礎上，提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻，推導了相應的剛度矩陣並給出了恢復力模型；結合試驗研究和精細有限元分析的結論，提出線性和非線性單元相結合，剛性樓板假定和彈性樓板相結合的建模方法，較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題；接力大型有限元分析程序? ? ansys ，在上述建模思路的指導下建立了結構的空間非線性分析模型，進行了空間三維彈塑性時程分析。
  10. The characteristics of longitudinal and lateral frame columns are different from general frame columns, due to the high depth - to - width ratio of cross - sections and withstanding large vertical loads. the axial compressive ratio is a very important factor in columns design

    縱、橫向框架柱具有與一般框架柱不同的特點，如柱截面高寬比較大，且承受很大的豎向荷載，其軸壓比設計問題是柱設計的一個非常重要的因素。
  11. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此，為了探討這類剪力墻結構的抗震性能，本文以我國現行《建築抗震設計規范》 （ gb50011 - 2001 ）的要求為基礎，通過1 15的縮尺比，將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗，研究了墻板與邊框柱的共同工作性能，分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理，並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能，得出了一些有益的設計理念和方法。
  12. The second gas generation starts at the beginning of tertiary and it continues till present. the vertical carrying system and lateral carrying system have been thoroughly investigated for the first time in the study area. their characteristics and evolution history are studied integratedly, synthetically, dynamically, and quantitatively from both bulk properties and micro - features

    整體、系統、動態、定量以及宏觀與微觀相結合，首次深入地研究了本區的垂向輸導系統（包括斷層垂向輸導系統、火成巖輸導系統等）和側向輸導系統（包括具孔滲性能的自源輸導層、它源輸導層等）的特點及其形成和演化。
  13. After introduced its task and construct of the controller of the homing gliding missile, the longitudinal and lateral motion equations are provided. a continuous fuzzy - pid control system combined the advantages of fuzzy control and pid control is presented, and could be guaranteed the stability of the system using popov stability criterion. the results of simulation show that the fuzzy - pid control is able to provide a better relative stability and robustness, also have better dynamic and static characteristics than the pure pid control

    將模糊控制和pid控制相結合，研究了一種基於模糊pid的連續控制器，利用波波夫穩定判據判定該控制器是漸進穩定的，並將其應用於制導滑翔彈俯仰角、偏航角、滾轉角穩定迴路中，設計模擬結果表明，該種連續控制器可使系統獲得很好的穩定性和魯棒性，動、靜態性能比單純pid控制都有較大提高。
  14. However, traditional mosfet models in hspice library are built for lateral mosfet with small power and they can ’ t represent the characteristics of power vdmos well

    然而， hspice模型庫中傳統的mosfet模型都是根據橫向結構的小功率mosfet工作機理建立的，無法準確模擬垂直結構的功率vdmos的各種特性。
  15. Irrigation techniques. centre pivot and moving lateral systems. part 1 : presentation of the technical characteristics

    灌溉技術.中心軸旋轉和橫向移動澆灌系統.第1部分:技術特徵的顯示
  16. Irrigation techniques. centre pivot and moving lateral systems. part 2 : minimum performances and technical characteristics

    灌溉技術.中心軸旋轉和橫向移動澆灌系統.第2部分:最低性能和技術特徵
  17. Based on analysis of the characteristics of the composite soil nailed wall, simulating the soil nail, concrete layer, deep mixing pile and step excavation, a model is established to calculate the deformation of the wall, compiled simple and applied program of one dimension fem ; according to the field test data and the calculated data by the fem software this paper has developed, the design method and deformation of the wall in xi ' an area is discussed. the shape of destructive sliding surface of the wall in loess strata in xi ' an area with deep groundwater is gotten. finally the lateral deformation distribution and the experiential formula to predict maximal horizontal displacement of the composite soil nailed wall are given

    針對復合土釘墻構造的特點，建立了模擬復合土釘墻受力變形的一種計算模型，該計算模型可對土釘、面層、深層攪拌樁以及分層開挖等進行簡化模擬；編寫了簡單實用的桿系有限元程序；結合工程實測資料及有限元法分析的結果，探討了西安地區的土釘設計以及復合土釘墻的變形規律，得出了西安地區一般黃土在無地下水時的破壞滑動面形狀，復合土釘墻的側向變形曲線以及計算復合土釘墻最大水平位移的經驗公式。
  18. It is helpful of knowing the anatomical characteristics of tissues and structures in the suboccipital area to preserve the important structures during far lateral approach

    了解枕下區組織結構的解剖特點有助於在遠外側入路手術中預防重要結構損傷，提高手術療效。
  19. The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied

    摘要通過9片約束頁巖磚砌體墻的低周反復水平荷載試驗，研究了約束頁巖磚砌體墻的破壞特徵、抗震性能和抗震受剪承載力計算公式。
  20. According to the characteristics of foundation pit and adjacent building and surrounding circumstance, some reasonable measures are given to protect the safety of adjacent building based on displacement control, such as prestressed anchor for limitation to lateral displacement of foundation pit, as well as root pile for foundation underpinning of adjacent building to increase its stiffness

    摘要根據基坑開挖、場地地質條件和鄰近建築物的特點，基於變形控制的考慮，採用預應力錨桿限制基坑側向變形，通過微型樁對鄰近建築物基礎進行預托換加固增強其抵抗變形能力，保證工程順利完工和周圍建築的安全使用。
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