水平地面 的英文怎麼說
中文拼音 [shuǐpíngdemiàn]
水平地面
英文
level ground-
In fh2 the hand - held mg34 can only be used when laying flat on the ground, using the bipod for support
在fh2中，手持的mg34隻有趴在水平地面上並用雙腳夾支撐時才可使用。This has since been confirmed by russian sources ; the transmitter consists of two swept - frequency generators of sinusoidal voltage and two parallel horizontal grounded antennas, each about 60 km long
這一點被來自俄方的消息所證實；發射機有兩個掃頻發生器，產生正弦波，同時有兩幅相互平行的水平地面天線，每個天線有60千米長。Pushing the innovations, deepening the reformation, optimizing the structure, reasonably configuring resources of education, improving the quality and management level of education, cultivating millions of highly qualified laborers, experts and talents are clearly indicated and emphasized by the 16th people congress. the task and target for the higher education also have been stated explicitly
為適應國際現代化需要，社會的發展趨勢，建設中國特色的社會主義，黨的十六大明確指出要堅持教育創新，深化教育改革，優化教育結構，合理配置教育資源，提高教育質量和管理水平，全面推進素質教育，造就數以億計的高素質勞動者，數以千萬計的專門人才和大批拔尖人才；明確地提出了高等學校培養高素質人才的任務和目標。Methods of test for hydraulic setting floor smoothing and or levelling compounds - determination of setting time
水凝地面鏝光和或找平填料的試驗方法.凝固時間Methods of test for hydraulic setting floor smoothing and or levelling compounds - determination of bond strength
水凝地面鏝光和或找平填料的試驗方法.粘接強度測定But uneven rainfall distribution, rapid draining down of surface runoff, the lacking of subterranean sources, and terrace - type developments all over the foothills on the northern part of the island were major constraints. water resource development in the lower half of he 19th century was indeed a formidable task
在降雨量分佈不平均、地表水源容易流失、地質不能儲存大量地下水、可開發的平地面積少，以及平地分散等種種障礙下，香港在十九世紀下半期要開發水資源，可謂困難重重。The data from xinbi high - slope shows that it ' s a stable slope. 3. the result of elasto - plastic finite element analysis shows that : ( 1 ) excavated - slope face would induce loose belt in rock ; ( 2 ) horizontal ground stress, joined rockmass and weak sandwich would make great unfavorable influence on slope stabilization and axial force of rock bolt
有限元數值分析結果表明：邊坡的開挖會使坡面巖體產生松動帶；構造水平地應力、結構面、軟弱夾層對坡體穩定及支護在坡體上的錨桿的受力情況有較大的不利影響。On one hand, compared with those powerful state - owned bankers, they are subjecting to disadvantages in the aspect of asset scale, outlets location, and the degree of e - commerce but also the source of capital, allocation of asset and even assurance of credit. on the other hand, they have to deal with the changes of the " rules of game " after china ' s accession into wto as well as the severe challenges and impingements advanced by foreign banks
一方面，與國內國有大商業銀行相比，它們無論在資產規模、網點設置、電子網路化水平方面，還是在資金來源、資產配置以及信用保證等方面都處于不利的地位，致使市場不斷被蠶食；另一方面，它們還面臨著加入wto后帶來的游戲規則的變化，外資銀行參與競爭所帶來的猛烈沖擊和嚴峻挑戰。At the end of this paper, two methods are given out to solve this problem : ( 1 ) to decrease the width to height ratio of the calculation model, make it not greater than 1 ; ( 2 ) to restrict horizontal displacement of lateral boundary / boundaries and to directly assign ground stress in the field of calculation model
解決這一問題的方法有兩種： （ 1 ）使計算模型的寬高比盡量等於或小於1 ； （ 2 ）約束計算模型側面邊界的水平位移，在計算域內部給水平地應力直接賦值。It studies the drivers and the characters of cpv, founds the cs mechanism and conceptual model from customer perceived value perspective, and establishes the position of customer satisfaction between several concepts at encounter level and overall level
在著重分析顧客感知價值的驅動要素及特性的基礎上，從顧客感知價值的角度研究了顧客滿意的機理及概念模型，確立了顧客滿意在「遭遇」水平和總體水平層面上在眾多相關概念中的地位和作用。As for non - uniform horizontal ground stress, it is realized generally by applying non - uniform pressure load on the lateral boundary / boundaries of the calculation model
對于非均勻的水平地應力，一般是在計算模型的側面邊界上施加非均勻荷載來實現。Speaking in detail, for every specimen, we study the for of the cracking load, yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation. secondly, the two different suo nlgn use ltslaences ， wmcn are ootll shear wsll sttllctlllt ， are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ！ s ot 以 j 口 willo 地 勸 憂 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 陽 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty ， tiep 訓 頒 oility of hollow shear wal of rc in d suo ra use reslaences s ant l
首先研究在低周反復水平加載試驗下試驗對象的強度、變形和能量的特性：開裂荷載、屈服荷載、破壞荷載；各試件的滯回曲線和骨架曲線；延性情況；初始剛度和剛度退化等參數：進而用satwe有限元程序分析對比了某一小高層剪力墻結構在採用空心剪力墻板和採用普通實心剪力墻作為墻體的結構受力異同點，在質量、主振型、剛度、水平地震效應等方面做了對比。Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。The distributions of shell flatness and protoconch whorl number are random, we could not find any notable distinction in the shell flatness of snails on surfaces of different inclinations. in a later process, using the three shell factors performed a hierarchical cluster analysis
Cathaicacavimargo種群殼扁度和原殼螺層數的分佈是隨機的，分析結果中未看到殼扁度事先所估計那樣水平地面種群貝殼扁平，而垂直巖壁種群貝殼凸起情況。The complementary program for the celebration of congresses as well as the exhibition hall, offices and parking for 500 vehicles is placed in the levels below grade, respecting the perimeter and making use of interstitial spaces
國會慶祝會的輔助用房以及展覽廳、辦公室和500車位停車場置於水平地面以下，以尊重周邊環境及充分利用間隙空間。Select a location near the fixture that this water heater will supply. the water heater must be installed indoors and in a vertical position on a level surface
選擇這個熱水器所要供水的用具附近的位置。這個熱水器必須在室內的水平地面上立式安裝。Radio - frequency cables - specifications - coaxial cables for digital communication in horizontal floor wiring - detail specification for coaxial cables with foamed dielectric for local area networks of 185 m reach and up to 10 mb s
射頻電纜.規范.水平地面布線數字通信用同軸電纜.工作半徑為185m ，每秒通過位元組達10mb的局域網用帶泡沫電介質的同軸電纜的詳細規范Radio - frequency cables - specifications - coaxial cables for digital communication in horizontal floor wiring - detail specification for coaxial cables with solid dielectric for local area networks of 185 m reach and up to 10 mb s
射頻電纜.規范.水平地面布線數字通信用同軸電纜.工作半徑為185m ，每秒通過位元組最高達10mb的局域網用帶固體電介質的同軸電纜的詳細規范Attempt to calculate the diffuse irradiation on the actual terra by used of the modern geo - information technology and the high resolution digital elevation model, we focused on 3 points in discussion : 1. to construct an appropriate model to describe the anisotropic character of the diffuse - radiation. according to the circle - sun suppose, we decomposed it into 2 parts, one is the isotopic part and the other is anisotropic
本文的討論主要著眼於三個方面： 1 、散射輻射各向異性特點利用環日假設理論，把太陽散射輻射分解為各向同性散射和環日散射兩部分，並以水平地面上的直接輻射和散射輻射各自在總輻射中所佔比例來表示其權重，描述實際散射輻射各向異性的特徵。Therefore, the solution of the problem can be reduced to a seri es of algebraic equations and solved numerically by truncating the finite terms of the infinite algebraic equations. finally, given two kinds of incident wave and different dimensionless parameters, numerical examples are provided to show the influence of wave number, shear modulus, thickness and distance between the center of the cavity and ground surface upon the dynamic stress concentration by incident steady sh - wave
最後作為算例，給出了第一類和第二類兩種不同的sh波入射方式對襯砌的散射，並選取了兩種無量綱參數值，得出了圓形襯砌對sh波散射的數值結果，討論了不同的波數比、彈性模量比、厚度比以及不同的圓形襯砌中心到水平地面距離與襯砌內半徑的比值對動應力集中系數的影響。分享友人