floor section 中文意思是什麼

floor section 解釋
爐底管段
  • floor : n 1 地板，地面。2 （樓房的）層。3 （船底的）肋板。4 （海洋、山洞等的）底。5 議員席；經紀人席。6 ...
  • section : n 1 （外科、解剖的）切斷；切割；切開。2 【外科】切片，【金相】磨石。3 （果子的）瓣。4 【數學】截...
  1. By mail drop - in cheque in person or through representative at the foreign domestic helpers section of the immigration department at 6th floor, immigration tower, 7 gloucester road, wan chai, hong kong ; or in person or through representative at the six immigration branch offices at the following addresses

    親自或授權代表前往香港灣仔告士打道七號入境事務大樓六樓入境事務處外籍家庭傭工組繳交，或把支票寄往該處或放入該處的投遞箱內。
  2. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  3. Erection of low voltage installations - part 7 : requirements for special installations or locations - section 753 : floor and ceiling heating systems ; german version hd 384. 7. 753 s1 : 2002

    低壓設備安裝.第7部分:特殊裝置或位置要求.第753節
  4. You may send the application form direct to the nationality sub - section of the hksar immigration department address : 4th floor, immigration tower, 7 gloucester road, wan chai, hong kong together with bank draft for application fee and photocopies of supporting documents

    你亦可將填妥的申請書連同證明文件影印本及申請費用的銀行匯票郵寄到香港特別行政區入境事務處國籍分組（地址：香港灣仔告士打道七號入境事務大樓四樓） 。
  5. You may send the application form direct to the nationality sub - section of the hksar immigration department address : 4th floor, immigration tower, 7 gloucester road, wan chai, hong kong together with the bank draft for application fee and photocopies of supporting documents

    你亦可將填妥的申請書連同證明文件影印本及申請費用的銀行匯票郵寄到香港特別行政區入境事務處國籍分組（地址：香港灣仔告士打道七號入境事務大樓四樓） 。
  6. It is proposed that the lrt system will adopt a standard rail gauge, power supply by overhead wires, main low - floor vehicles in six axes, one or two cars in one train set during the initial stage of revenue service, two or three cars in one train set in the later stage, 90m platform length, certificate payment system, type - b right - of - way on at - grade section, and signalling control for priority passing at intersections, etc

    建議採用之輕軌系統為標準軌距，架空線供電之大部分低底板輕軌車輛，每列車以二輛編組營運，月臺設計長度為60公尺，以付費證明系統收費，平面段采b型路權，交叉路口以交通號志管制，給予優先通行權。二線合計之建設成本，以89年幣值估算，約需新臺幣131億元。
  7. Radio - frequency cables - part 3 : coaxial cables for digital communication in horizontal floor wiring - section 1 : detail specification for cables of 500 m reach and up to 10 mb s

    射頻電纜規范.第3部分:平面層布線數字通訊用同軸電纜.第1節:有效半徑達到500 m ，速率不低於10 mb s時電纜的詳細規范
  8. An upper section, often with a sloping floor, projecting from the rear or side walls of a theater or an auditorium to provide additional seating

    邊座，樓座劇院或大禮堂中為了增加座席，而從後面或側墻突出的具有傾斜地板的上面部分
  9. The department and institute of physiology occupies the third floor of the research building a section of which also houses the instrumentation center. other facilities include departmental offices, conference rooms, lecture rooms, computer facilities, storage areas, animal quarters, offices and laboratories for full time faculty members, graduate students rest and study areas

    本科所位於研究大樓三樓，其中一隅設置公共儀器中心，其它房間有科所辦公室會議室教室電腦室庫房動物室專任教師辦公室及其專屬實驗室研究生休息室等。
  10. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范，給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式，為連續組合樓板的設計提供了依據。
  11. Indicated from the results : influenced by geometric parameters analyzed above, the effect on tube filler hollow floor is similar with box filler hollow floor ; though differing from section properties between these two structures, the bear bending rigidities in the two perpendicular directions are almost the same

    結果表明:薄壁筒芯空心樓板受以上分析的各幾何參數的影響效果與薄壁箱體空心樓蓋很相似;雖然兩種結構的截面特性不同，但抗彎剛度在兩正交方向基本相同。
  12. Add high section mansion the fourth floor an of day river north road no. 900 of guangzhou city485

    禪冠電子有限公司版權所有地址：廣州市天河北路900號高科大廈四樓a485
  13. Taiwan sugar corporation is located on the east side of tainan city, ovefiooldng the looping chung - hwa east road section 3. it s 4, 113 square meters in size, with a 15 - story building above ground, and five levels of basement, measuring up to 16, 740 pings in floor plan

    臺糖公司百貨商場位於臺南市東區，面臨三十公尺外環道中華東路三段，面積4 ， 113平方公尺，興建地上15層地下5層，總樓地板面積約為16 ， 740坪。
  14. In the calculations of ultimate bearing capacity, the section of rc beam was divided into the elastic zone and the plastic zone based on the fire temperature field of the beam ' s section, the equivalent - floor - live - load was presented to describe the weakening of the bearing capacity of structure members in fire, the correlation expressions were established

    摘要根據梁截面火災溫度場，將梁截面混凝土分為彈性區和塑性區2部分計算火災場梁極限承載力，並採用等效樓面活荷載描述火災場高溫對梁極限承載力的削弱，推導了相關的計算公式。
  15. Very early, after aunt which sweeps the floor is pushed awakes. 13year - old i started the long vagabond ' s life. this section drifts thelife india deepest is also farthest in mine mind

    一大早，被掃地的阿姨推醒過來后。 13歲的我就開始了漫長的流浪生活。這段漂泊的生活在我的腦海里印得最深也最遠。
  16. Requests for information held by the customs & excise department may be made by letter or application form, which is obtainable from general section of this department on 8th floor, harbour building, 38 pier road, central, hong kong ; at the public enquiry service centres of all district offices ; or at

    如欲索取香港海關所保存的資料，可寫信或填妥申請表。申請表可於香港中環統一碼頭道38號海港政府大樓八樓、各民政事務署諮詢服務中心索取、或於
  17. 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。
  18. Probe and practice of supporting technology with shotcrete and bolting wire mesh for large - section coal roadways in soft seams between soft roof and soft floor

    三軟煤層大斷面巷道錨網支護技術探索與實踐
  19. If you need to get in touch with the immigration department about any other aspect of your application, please write to the nationality sub - section, immigration department, 4th floor, immigration tower, 7 gloucester road, wan chai, hong kong, and give your full name, date and place of birth and your application number

    若須要就申請的其他事宜與入境事務處聯絡，請致函香港灣仔告士打道七號入境事務大樓四樓入境事務處國籍分組。信中註明你的姓名、出生日期及地點，及申請書編號。
  20. Full particulars and conditions of sale may be obtained from the estate management section, lands department, 22nd floor, north point government offices, 333 java road, north point, hong kong ; the district lands officeskowloon, 10th floor, yau ma tei carpark building, 250 shanghai street, kowloon ; the eastern district office, ground floor, eastern law courts building, 29 tai on street, sai wan ho, hong kong and the yau tsim mong district office, ground floor, mong kok government offices, 30 luen wan street, mong kok, kowloon

    索取出售詳情及條件，可到香港北角渣華道333號北角政府合署22樓地政總署產業管理組、九龍上海街250號油?地停車場大廈10樓九龍地政處、香港西灣河太安街29號東區法院大樓地下東區民政事務處或九龍旺角聯運街30號旺角政府合署地下油尖旺民政事務處。
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