法國式拱 的英文怎麼說

中文拼音 [fǎguóshìgǒng]
法國式拱 英文
french arch
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  • 國 : Ⅰ名詞1 （國家） country; nation; state 2 （姓氏） a surname Ⅱ形容詞1 （代表國家的） national; of ...
  • 式 : 名詞1 （樣式） type; style 2 （格式） pattern; form 3 （儀式; 典禮） ceremony; ritual 4 （自然科...
  • 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; ...
  • 法國 : france （共的國名 在西歐）法國白蘭地 cognac; 法國法郎 french franc; 法國人 the french; frenchman;...
  1. The preparation of breakfast burnt offering : intestinal congestion and premeditative defecation holy of holies : the bath rite of john : the funeral rite of samuel : the advertisement of alexander keyes urim and thummin : the unsubstantial lunch rite of melchizedek : the visit to museum and national library holy place : the bookhunt along bedford row, merchants arch, wellington quay simchath torah : the music in the ormond hotel shira shirim : the altercation with a truculent troglodyte in bernard kiernan s premises holocaust : a blank period of time including a cardrive, a visit to a house of mourning, a leavetaking wilderness : the eroticism produced by feminine exhibitionism rite of onan : the prolonged delivery of mrs mina purefoy heave offering : the visit to the disorderly house of mrs bella cohen, 82 tyrone street, lower, and subsequent brawl and chance medley in beaver street armageddon : nocturnal perambulation to and from the cabman s shelter, butt bridge atonement

    準備早餐燔祭351 ，腸內裝滿以及預先想到的排便至聖所352 ，洗澡約翰的儀式353 ，葬禮撒姆耳的儀式354 ，亞歷山大凱斯的廣告火與真理355 ，不豐盛的午餐麥基洗德356 ，訪問博物館和國立圖書館神聖的地方357 ，沿著貝德福德路商賈拱廊358 ，韋林頓碼頭搜購書籍喜哉法典359 ，奧蒙德飯店裡的音樂歌中之歌360 。在伯納德卡南的酒吧里與橫蠻無理的穴居人361吵嘴燔祭。包括一段空白時間：乘馬車到辦喪事的家362去以及一次訣別曠野363 。
  2. On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity. the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively. the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries

    在此基礎上論文詳細歸納了以相對沉降為依據確定單位面積端承力q _ b的計算方法，並考慮擴底樁的「拱效應」特點引入了有效樁長的概念，最後結合公路規范推出了比較實用的人工挖孔擴底樁軸向承載力計算公式。論文運用了marc程序對地基土的應力和位移進行了有限元數值計算分析，得到了地基土的應力和位移場的變化曲線和在加載過程中樁側土摩阻力和樁端反力各自所承擔的比例；本文還在總結各國挖孔擴底樁應用情況的基礎上就擴底樁的構造進行了詳細的歸納。
  3. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  4. It ' s the first time clearly and systematically to present the concepts of restraint influence coefficient of steel to strain increment, to curvature increment and to deflection increment due to creep which are different each other. theoretical formulae are established, and approximate formulae are also obtained while considering the characteristics of common - used concrete and ambient condition of real bridges in china. so, an approximate restraint influence coefficient method to analyze the effect due to creep and shrinkage in pc bridges is put forward, and the equations to estimate second - force due to creep considering influence of steel in system - transferred continuous pc bridges is also established

    本文首次清晰而系統地提出了鋼筋對徐變的不同效應（徐變應變、徐變曲率、徐變上拱）約束影響系數的概念，建立了相應的計算式；結合我國普遍採用的混凝土的徐變特性和橋梁的構造特點及工作中南大學博士學位論文摘要環境特徵，給出了具有較高計算精度的實用計算式;在此基礎上，建立了橋梁徐變效應近似分析的鋼筋約束影響系數法，並推導出了考慮鋼筋影響的超靜定梁徐變次內力的近似計算式，可方便地應用於橋梁研究和設計中。
  5. In accordance with the problems existing in the present research, taking milky way mcar as the object of study, some creative work has been as follow : 1. a systematic introduction was given about the shaping method, characteristics and developing history of mcar. the present experimental and theoretical researches situations and the preliminary conclusions were summarized

    本文以銀河拱型波紋鋼屋蓋為研究對象，基於國內外的研究及應用狀況，針對目前所存在的問題，主要進行了如下一系列有意義的研究： 1 、系統的介紹了金屬拱型波紋屋蓋的成型方法、特點、發展歷史，綜述了這種新型結構形式的理論、試驗研究現狀。
  6. This paper collects a great deal of essential information of concrete - filled steel tube arch bridges having been built and to be built in the near future in china, analyzes and summarizes the numbers, span length, structural types, construction methods and materials of the type of the bridges with the aim of providing reference for the structural design and construction of more of the bridges

    摘要收集了大量的國內已建和待建的鋼管混凝土拱橋的基本資料，對其數量、跨徑、結構形式、施工方法、材料等方面進行分析與總結，為此類橋梁的結構設計與施工提供參考。
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