gabled造句
- Here was an old church, quaint and rambling and gabled .
這兒有一座不很整齊的，砌著三角墻的古色古香的老教堂。 - Here was an old church, quaint and rambling and gabled .
這兒有一座不很整齊的，砌著三角墻的，古色古香的老教堂。 - Steel members of light - weight buildings with gabled frames
門式剛架輕型房屋鋼構件 - The experiment about gabled frames joint ' s capability is performed
對門式剛架節(jié)點性能進行了試驗研究。 - Here was an old church , quaint and rambling and gabled
這里是一個古老的教堂，建筑式樣離奇、散亂，三角墻的屋頂。 - Technical specification for steel structure of lightweight buildings with gabled frames
門式剛架輕型房屋鋼結構技術規(guī)程 - Technical specification for steel structure of light - weight buildings with gabled frames
門式剛架輕型房屋鋼結構技術規(guī)程 - The red pillars and gray gabled roof display a unique style of architecture
大殿紅柱灰頂，垂脊卷棚歇山式，造型別致，富麗堂皇。 - Finite - element analysis of end - plate connections in light weight steel structure with gabled frames
門式剛架輕鋼結構端板連接節(jié)點承載性能的有限元分析 - The main scopes of this paper includes : ( 1 ) the species almost have good ductility , the major factors with gabled frames are same as steel structure
( 4 )單獨改變螺栓直徑來提高承載能力,使梁柱連接的延性降低,塑性轉角減小,而承載能力并沒有大的提高。 - It's difficult to see gabled in a sentence. 用gabled造句挺難的
- Recently , with the development of economy and our country ’ s enhanced in the output and quality of the steel , gabled frames have been widely used in industrial and civil structures
端板連接節(jié)點是門式剛架輕鋼結構中普遍采用的連接形式,由于其構造上的特點,端板連接節(jié)點具有非線性性能。 - There are many buildings about adding a story gabled frames to 6 stories masonry structure in urumqi area . but there are many problems on the design of the building , such as without uniform codes and standards for design and lack the theory for design
但對于這種結構形式的結構計算,目前沒有統一的設計規(guī)范和相應的設計標準,一些設計人員采用的簡化計算方法也存在一些問題,缺乏理論依據。 - The frames deflection and moment at the center point of the span about different kinds of gabled frames , different highness and rigid connection column feet is got when horizontal force at the top of a column and equal linear load through a beam is applied
選取不同跨度、不同高度、柱腳剛結的一組門式剛架，計算了其在柱頂水平集中力、豎向均布荷載作用下節(jié)點剛度與梁柱線剛度之比對跨中撓度及彎矩的影響。 - The experiment procedure and analysis result about exteriorly extended end - plate connection with high strength bolt are introduced primarily ; each sample ' s dimension is given . the adding load equipment , measuring apparatus placed , measuring point established is detailed . adding load measure load and m - curve is produced ; the single span gabled frames horizontal displacement formula is deduced when the horizontal concentrated force is applied to it
重點介紹了外伸端板高強螺栓連接的實驗過程及實驗分析結果，介紹了各組試件的形狀尺寸、加載裝置、測量儀器安放、測點的布置等；給出加載方式及測出的m -曲線；計算出試驗節(jié)點的初始剛度；推導水平集中力作用下單跨門式剛架考慮節(jié)點半剛性的側移計算公式。 - Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present . this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames . when the gable portal frame subjected to the vertical uniform loading , it conducts the arch effect ? 1 . rafter axial force is large when the slope of rafter is big
門式剛架輕型房屋鋼結構體系是目前廣泛應用的一種結構形式,本文從規(guī)范中門式剛架柱的計算長度系數取值的不足出發(fā),針對山形門式剛架在豎向均布荷載作用下產生的拱效應? ? 1 、斜梁傾角較大時產生較大的梁內軸力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛架會發(fā)生躍越失穩(wěn),采用整體分析的方法對山形門式剛架的穩(wěn)定進行了分析。 - Using the general finite element programming package of ansys10 . 0 , the study of gabled frames beam - column end - plate connections is made , considering synthetically nonlinear ( material , geometry and contact ) , bolt pretension forces and ratio of axial compression stress to strength . elastic - plastic finite element analyses are carried out among 28 species of 3 series under monotonic loads , in order to discuss the influence of parameters including stiffness of end - plate , bolt diameter , friction coefficients and so on
本文使用通用有限元軟件ansys10 . 0綜合考慮了三重非線性(材料非線性、幾何非線性以及狀態(tài)非線性)的影響,同時考慮了螺栓預拉力的影響,對考慮端板厚度、端板加勁肋的設置、螺栓直徑、摩擦系數等參數不同的3個系列(端板系列,螺栓直徑系列,摩擦系數系列) 28個試件進行了有限元數值模擬,對連接節(jié)點的性能進行了分析研究。 - In this paper , the general situation and virtue or disadvantage about light - steel structure abroad and at home is concluded systematically . the design method , steel characteristic in the connection , the bolt strength , welding line characteristic and the joint connection model about gabled frames structure is introduced
本文系統地歸納了國內外輕鋼結構的發(fā)展概況及其優(yōu)缺點，介紹了輕鋼結構門式剛架節(jié)點的設計方法、節(jié)點鋼材的性質、螺栓的強度、焊縫的特性以及連接的形式。 - The gabled brick , tile , and freestone houses had almost dried off for the season their integument of lichen , the streams in the meadows were low , and in the sloping high street , from the west gateway to the medieval cross , and from the medieval cross to the bridge , that leisurely dusting and sweeping was in progress which usually ushers in an old - fashioned market - day
那些帶有用磚砌的山墻和蓋有屋瓦的石頭房子，外面的一層苔蘚已經因為干燥的季節(jié)差不多曬干脫落了草場上溝渠里的水變淺了，在那條斜坡大街上，從西大門到中古十字路，從中古十字路到大橋，有人正在不慌不忙地清掃大街，通常這都是為了迎接舊式的集市日子。 - The two kinds of joint connection half - rigidity characteristic about gabled frames are discussed . the criterion among rigid connection , zero rigidity connection , half rigidity connection is determined ; the joint ' s moment and rotation angle curve is analyzed ; the calculation method about joint initial rigidity is brought forward ; the ultimate moment ' s calculation formula is deduced ; the result calculated by the formulas is compared to one calculated by the norm ' s formulas
探討了門式剛架兩種端板節(jié)點連接的半剛性特性，確定了節(jié)點剛接、鉸接和半剛接劃分的標準；分析了節(jié)點受力時的彎矩轉角曲線關系；提出了節(jié)點的初始剛度的計算方法；提出了節(jié)點極限彎矩的計算公式，并與規(guī)范關于節(jié)點抗彎承載力計算的結果進行了比較。 - Bloted end - plate connections are being widely used in gabled frames , because of the geometry complexity of it , the strength models presented in the past few decades can not predict the ultimate strength and distortion of end - plate connection . at the same time there has n ' t existed mature method on the end - plate connection
目前國內端板連接計算方面還沒有設計規(guī)范,理論方面仍在探討研究中,有關的規(guī)程對節(jié)點的規(guī)定主要是傳統的設計方法,它對節(jié)點的簡化和假設不能充分反映端板連接節(jié)點的受力性能。
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