側風軸 的英文怎麼說
中文拼音 [zhāifēngzhóu]
側風軸
英文
cross wind axis-
Along the central axis there are the porch, entrance hall, middle hall, main hall, the first chamber room, the second hall and the second chamber room. each hall has an entry and between two halls there is an open lane tianjing, on which a little attic with a wing or dormer window is constructed for skylight and air circulation
中軸線由前而後，依次為門廊門廳轎廳正廳頭房二廳二房，每廳為一進，廳之間用小天井隔開，天井上加小屋蓋，靠高側窗水窗或天窗採光通風。Along the central axis there are the porch, entrance hall, middle hall, main hall, the first chamber room, the second hall and the second chamber room. each hall has an entry and between two halls there is an open lane ( tianjing ), on which a little attic with a wing or dormer window is constructed for skylight and air circulation
中軸線由前而後，依次為門廊、門廳、轎廳、正廳、頭房、二廳、二房，每廳為一進，廳之間用小天井隔開，天井上加小屋蓋，靠高側窗（水窗）或天窗採光通風。Beijing ' s olympic park is located at the northern end of the south - north middle axis of the city. to its south is the city center and to its west lies the city ' s cultural quarters, where there concentrate institutions of scientific research and higher learning in addition to scenic spots and places of historical interest. with a total area of 1215 hectares, including 760 hectares of forests and lawns, the chinese ethnic museum ( 50 hectares ) and the international sports exhibition center ( 450 hectares ). the park will be the most ideal area in beijing for cultural activities, leisure and activities, leisure and sports. this will turn the garden by forest into the most imposing. most exuberant private meeting place and back gardens. by the year 2008, this place will boast the most advanced facilities and resources to make your life perfect. you can be sure the opportunity now lies right at your hand
奧林匹克公園位於城市中軸線北端，南側為市中心，西側為著名的科研文教區和歷史風景名勝區.公園佔地約1215公頃，其中包括760公頃的森林綠地， 50公頃的中華民族博物館以及405公頃的國際展覽體育中心，賽后將成為全市最高品位的文化，休閑，健身區域"這一切無疑都將成為倚林佳園獨傲北京的最氣派，最奢華的私人會所與私家后花園. 2008年，這里將聚集全亞洲乃至全世界最項級的設施和資源.然而，這契機就在身邊，不容你不信The performances such as air flow, airside pressure drop, waterside heat exchange and power consumed by compressor vs. frosting time under different condition, were simulated and analyzed by using the ashpwch model developed
採用該模型對機組在不同工況下的性能進行了模擬分析，得到了風量、空氣側壓降以及水側換熱器換熱量、壓縮機的軸功率等隨結霜時間的變化。The results show that there are two centers of occurrence of llsw respectively in dong bei and jiang nan ; the regional torrential rain over the yangtze river basin is closely associated with llsw during the major periods of heavy rainfall ; the diurnal variation of the number of occurrence in the middle and low reaches of the yangtze river is the strongest in china there are some significant differences between llj and nallsw in positive season, spatial variation, diurnal variation and field of pressure. by the way, the important effect of inertial stability on heavy rainfall with both low level south - westerly jet and high level northerly strong flow is analyzed theoretically. the results show that the existence of the maximum of inertial stability in the left font of the low level jet is favor of the accumulation of the moist thermal energy, and conditional symmetric instability or convective instability can be expected in this region
另外，慣性穩定性的作用以往不受重視，本文通過對西南低空急流左前方和高空偏北大風軸右後方的慣性穩定性和對稱穩定性的理論分析和實例計算，表明慣性穩定性在伴有高低空急流的暴雨中有重要意義，揭示了梅雨暴雨的一種新的高低空急流耦合機制：低空急流左前方慣性穩定度大值區的存在，有利於低層濕熱能量的積累，使低層傾斜對流的不穩定發展更多期望于條件性對稱不穩定或對流不穩定；高空偏北大風軸（西風急流）的存在，是其右後方（右側）出現對稱不穩定的有利條件，高空相對容易出現干對稱不穩定；慣性穩定性的作用，使低層的傾斜對流更偏向於垂直方向，有利於對流發展，使高層的傾斜對流更偏向於水平方向，有利於高層輻散。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。分享友人