floor-area ratio 中文意思是什麼

floor-area ratio 解釋
建築面積比
  • 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 ...
  • area : n. 1. 面積;平地;地面。2. 空地;〈英國〉地下室前的空地。3. 地區,地方;〈比喻〉區域;范圍。
  • ratio : n. (pl. ratios)1. 比,比率,比值;比例;系數。2. 【經濟學】復本位制中金銀的法定比價。vt. 1. 用比例方式表達;求出…的比值;使…成比例。2. 將(相片)按比例放大或縮小。
  1. Far ( floor area ratio ) is an important index to reflect the quality of urban inhabitancy and the intensity of land use. it also signify the economic profit of land agent

    城市住區中,建築容積率作為衡量居住質量的綜合性指標之一,也是影響開發商經濟利益的重要技術參數。
  2. The study report assumes a price of $ 7, 000sq ft for the development, based on total construction costs, inclusive of the canopy, of about $ 3, 000sq ft and an accommodation value of around $ 4, 000sq ft. if the plot ratio were to double, meaning if twice the floor area of buildings were to be constructed, maintaining an accommodation value of $ 4, 000sq

    評估報告中假設,發展項目的樓價約$ 7 , 000尺,總建築成本連天篷約$ 3 , 000尺,故樓面地價約$ 4 , 000尺。如容積率提升一倍,即樓宇面積增加一倍,樓面地價維持$ 4 , 000 ,地價則提升一倍,而基金及營運收入等亦會相應增加。
  3. ( 2 ) learning from the related study results of the scholars home and abroad, 14 micro factors influencing residential land price in hangzhou and shaoxing have been defined through interview and delphi method, including the distance from the city center, public transportation, hospitals, colleges & universities, junior high schools, primary schools, environmental quality, the distance from the city ' s main artery, geology, the means of the land grant, front foot, floor area ratio, building density and green coverage

    ( 2 )借鑒國內外學者的有關研究成果,通過訪談和專家評分,確定了杭州摘要浙江大學博士學位論文和紹興兩城市的14個居住用地價格微觀影響因素,包括城市中心影響度、公共交通因素、醫院因素、大學因素、初中因素、小學因素、環境質量、到城市主幹道距離(杭州為到城市快速道路距離) 、自然條件、土地交易方式、樣本項目沿街長度、容積率、建築密度和綠化率。
  4. 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。
  5. The efficiency ratio of a development, otherwise known as saleable ratio, is calculated by dividing the saleable area of a development by its gross floor area, and is used in assessing the gross development value of a project by reference to comparable transactions

    一項發展的實用率,是指該項發展的實用面積除以其總樓面面積所得的比率,用以跟相若的發展項目比較,以評估一項計劃的總發展價值。
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