拱結構 的英文怎麼說
中文拼音 [gǒngjiēgòu]
拱結構
英文
arch structure- 拱 : Ⅰ動詞1 (兩手相合 臂的前部上舉) cup one hand in the other before the chest 2 (環繞) encircle; ...
- 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...
- 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
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Refractory materials. dimensions of springers for quoin arches and shallow - stone arches
耐火材料.屋角拱形結構和薄形石拱結構起拱石的尺寸Standard practice for structural design of corrugated aluminum pipe, pipe - arches, and arches for culverts, storm sewers, and other buried conduits
涵洞排水和其它地下管道用波紋鋁管管拱和拱結構設計的標準實施規程According to the information concerned, the analogous structure were adopted on the alamilo bridge in sevilla, spain and on the curved cable - stayed bridge on golf court in xiaoye city, bingbu country, japan. at present, this kind of structure has not utilized all over the country yet. nanjing, the region of basic seismic intensity 7, is an unfavorable site for anti - earthquake in terms of geological conditions according to seismic code for buildings
但是,主塔屬于傾斜高聳結構,拱屬于柔性拱結構,索屬于特殊懸索結構,經檢索了解,西班牙sevilla的alamilo橋和日本兵庫縣小野市內高爾夫球場上的曲線斜拉橋採用過類似結構,國內目前尚未有此形態的結構記載,南京地區地震基本烈度為七度,地質條件按照建築抗震設計規范之規定,屬對抗震不利地段。In the former, two computing modes of fem are built, aimed at the coupling of variable - profile pylon, curved - axis arch and flexible cable. the software algor feas is used to get the results of dynamic numerical analysis, such as natural vibration frequency, vibration mode, dynamic displacement, dynamic stress, which are compared with the results of shaking table test research to draw to important conclusions. these conclusions provide not only potent basis for the design and construction of nanjing century tower, but also reference for other pylon - cable - arch structures similar to the project
在動態數值分析中,針對世紀塔變截面的塔身,曲線軸線的拱以及柔性拉索相互耦合時清況,建立兩種有限元計算模式,利用有限元軟體algorfeas得到動力數值分析的結果,如:自振頻率、振型、動位移、動應力等等,再和振動臺試驗研究成果作比較,得到一些重要的結論,從而為南京世紀塔工程的設計和施工提供強有力的依據,而且為類以於世紀塔工程的其它塔-索-拱結構的設計也提供一定的參考。Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,
根據建站的規模、使用功能及站位地形地質條件,提出了兩連拱結構島式站臺車站、三條平行隧道島式站臺車站、三連拱結構島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案;採用荷載?結構模式,對四種方案的主體結構的形式和重要參數進行分析研究,分不同的埋深、襯砌結構厚度和拱形結構的拱跨比進行了多組數值計算;採用平面有限元方法對四種車站結構的開挖施作過程進行了模擬分析。Arched buckling structure damage under semi - cross load
半跨荷載作用下拱結構的屈曲破壞Secondary bifurcation buckling behavior of elastic - plastic arch
拱結構的彈塑性二次分岔屈曲性能Elastic stability behavior of a new type of pre - stress cable - arch structure
拱結構的彈性穩定性能研究Similarities in natural vibration of stiff cable structures and truss arch structures
桁架拱結構固有振動的相似性Numerical simulation of failure process of reinforced concrete arch by damage theory
基於損傷理論的鋼筋混凝土拱結構破壞過程的數值模擬Square covers are sometimes used on prefabricated vaults where the access passage is also square
方蓋有時也用在預制拱結構上,它的入口也是方形的。Application of multi - arch retaining structure composed of borehole cast - in - place piles to deep foundation pit
連拱式組合拱結構在深基坑工程中的應用The paper suggests that the load of middle wall of multi - arch tunnel be calculated according to arch structure in structure mechanics
摘要提出了按拱結構計算雙連拱隧道中隔墻的荷載。The truss arch structure is a three - dimensional higher statically indeterminate structure, and no definite expression of the performance function can be given for its unbelievable complexity
桁架拱結構是一個高次超靜定的復雜三維結構,構件的功能函數沒有明確表達式。Based on the study for the methods of structural reliability analysis, including monte carlo method, response surface method and stochastic finite element method, response surface method ( rsm ) is selected. based on the random analysis of aqueduct ' s frequent actions and resistances, by rsm method together with the fem method and form method, the reliabilities of its primary poles can be analyzed and the reliability of the structure be reached
利用此方法,在對渡槽常遇荷載的不確定性分析和抗力不確定性分析的基礎上,結合結構分析的確定性有限元法( fem )及可靠度計算的一次二階矩法( form ) ,對桁架拱結構主要受力狀態構件進行了可靠度分析,從而對結構的可靠性進行了評價。Based on the model of for the first time, the coupled model of csbcs and soil considering the interaction between them was established in this paper, in which csbcs was simplified into the arch structure with fixed support and problem of plane strain
本文按照耶梅里楊諾夫模型的思路,首次建立了波紋鋼板橋涵和土的耦合作用模型,將波紋鋼板橋涵簡化為固支拱結構,按平面應變問題進行計算。Timely monitor of their stress in each working conditions can ensure the safe of support and main arch circle with full - automatic data acquisition system. the results of dynamic - load and dead - load test of the bridge indicate that the main arch has enough strength and rigidity and reachs design requirements
使用全自動數據採集設備和處理系統,對每一工況下的支架、拱圈應力進行適時監控,確保了施工過程中支架和主拱圈的安全。成橋靜動載試驗表明許溝大橋主拱結構具有足夠的強度和剛度,達到了設計要求。Nanjing century tower is the symbolic building on kazi gate square. it is a kind of typical pylon - cable - arch structure on which all substructures are connected one another, combine into the whole, resist the forces from dead load, earthquake, wind, temperature together. however, the pylon belongs to oblique towering structure ; the arch flexible arch structure ; the cable special suspended cable structure
南京世紀塔是南京卡子門廣場的標志性建築,該標志物是典型的高柔塔-索-拱結構,結構體系內各子結構相互連接,組合成一個整體,共同承受自重、地震、風、溫度的作用。This paper, for the first time, adopts the discontinuous deformation analysis ( dda ) to model respectively the structural patterns, forms, displacement and key stratum ( dynamic modeling ) for arches with three - grips and grip beams in excavated rockmass, and some significant conclusions are drawn out
首次採用非連續變形分析( dda )法,對采動巖體結構中的「三咬拱」結構模式、形態、位移與關鍵層等進行動態模擬,得出一些有意義的結論。Based on matrix displacement method for arch structure and fiber element method for concrete - filled steel tube arch bridge, the solid - beam method for concrete - filled steel tube arch bridge was presented
摘要本文結合拱結構計算的矩陣位移法和鋼管混凝土拱橋分析的纖維單元法,特提出鋼管混凝土拱橋計算的實體梁單元法。分享友人