結構樓面標高 的英文怎麼說
中文拼音 [jiēgòulóumiànbiāogāo]
結構樓面標高
英文
structural floor level- 結 : 結動詞(長出果實或種子) bear (fruit); form (seed)
- 構 : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
- 樓 : 1 (樓房) a storied building 2 (樓房的一層) floor; storey 3 (房屋或其他建築物上加蓋的一層房子...
- 面 : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
- 標 : Ⅰ名詞1 [書面語] (樹梢) treetop; the tip of a tree2 (枝節或表面) symptom; outside appearance; ...
- 高 : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
- 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
- 樓面 : [建築] floor樓面板 floorboard; floor plate; 樓面面積 floor area; 樓面系統 floor system
- 標高 : [測量學] elevation; level; altitude (飛行); datum mark; height mark
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Structural floor level
結構樓面標高Jiaxing crane - releasing garden 1 # 2 # 3 # 7 # building and underground garage. total construction area is 31200 sqms. 20 - floor high framework building. construction height is 69. 8 meters. jiaxing security and civilization templet construction site
嘉興市放鶴洲花園1 # 2 # 3 # 7 #樓及地下車庫工程,總建築面積31200平方米,為20層框剪結構高層住宅樓,建築地面高度69 . 8米。該工程為浙江省文明施工標準化工地。Then, using the qulititve methods, the marketing management operation is analyzed and researched comprehensively, the main reasons of bad sales, which are unreasonable design, higher price and single promotion means, are found out. using ism ( interpretive structure model ) method, the key factors influenced the project ' s marketing, which are product, price and promotion, are analyzed. according to the characteristics of office blocks, segment variants of the target market are defined ; the target customers of the project are selected based on the statistical primary futures of target customers
接著運用定性分析的方法,對西安財富中心寫字樓項目營銷管理運行狀況進行了全面的分析和研究,找出了本項目銷售不暢的主要原因在於產品設計不合理、產品定價過高、市場推廣手段單一等三方面;運用解釋結構模型( ism )分析法,對影響西安財富中心寫字樓項目營銷的關鍵因素進行了分析,確定了該項目營銷的關鍵因素在於產品、價格、市場推廣三方面;根據寫字樓產品的特點,明確了目標市場的細分變量,統計出目標客戶的基本特徵,確定了西安財富中心寫字樓項目的目標客戶。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。Jiaxing yunzhou garden building 5 #, 6 #, 13 # buildings. total construction area is 30215. 61m2. the work is high framework building with 13 - floor. construction height is 48. 8 meters. zhejiang security and civiliazation templet construction site
嘉興市雲洲苑5 # 、 6 # 、 13 #樓,總建築面積30215 . 61平方米,為13層框剪結構住宅,建築地面高度為48 . 8米,該工程為浙江省安全文明施工標化工地。分享友人