跨徑長 的英文怎麼說
中文拼音 [kuàjìngzhǎng]
跨徑長
英文
span length-
The load displacement curves and the ultimate strength of each member are presented. effects of beam length, radius of curvature and flexural - torsional rigidity on ultimate are considered
通過試驗研究，給出每個構件的荷載位移曲線和極限承載力，得到了曲梁承載力隨跨長、曲率半徑以及截面尺寸的變化規律。Continuous rigid - framed and box - typed bridge of middle span. according to the wording feature of pc. continuous rigid - framed bridge in cantilever casting construction, every kind of temporary measurement has been analyzed
中等跨度預應力混凝土箱形連續剛構橋橋跨布置時，為方便施工及減小主橋橋長，邊跨跨徑在無特別要求的情況下，可考慮選用較小的邊、中跨比例。Principal components analysis showed that the first four principal components variance accumulation contribution rate amounts to 89. 53 %, which reflected most of the variance information as listed characters above
通徑分析結果顯示，直接通徑系數大小排序，產量因素性狀依次為單株成鈴單鈴子棉重子指衣分；纖維品質性狀依次為紡紗均勻性指數麥克隆值整齊度伸長率比強度2 . 5 %跨長。It starts at stanley and terminates at nam chung at the northern new territories. crossing the territory in north - south direction, the wilson trail spans 78km and is divided into 10 sections. the total time taken to complete the whole trail is about 27 hours
衛奕信徑以港島南部赤柱為起點，新界北部南涌為終點，全長七十八公里，分為十站，跨越港島、九龍及新界，行畢全程需約二十七小時。The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span
鋼管混凝土x型肋拱橋是一種利用拱肋側傾來提高其橫向整體穩定性的橋型，在寬跨比較小的鋼管混凝土拱橋設計中應用較多。浙江銅瓦門大橋是一座中承式鋼管混凝土無鉸拱橋，跨徑238m ，橋寬10m ，拱肋為平面桁架形式，所以採用了x型拱肋以提高其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃拱橋，該橋的建成對我國今後長大跨徑小寬跨比鋼管混凝土拱橋採用提籃拱具有借鑒意義。By adjusting pile lengths and pile numbers, the settlement of pile foundation increased from the main span to the side span to such an extent that it matched the settlement of the embankment at both ends of bridges without any special treatment
分別通過調整樁長和樁數，使樁基沉降從橋梁主跨逐步增大，而在路橋連接處使邊跨橋墩沉降與橋坡填土沉降基本一致，實現路橋沉降協同，從而開辟了解決橋頭跳車問題的新途徑。By taking runyang bridge over the yangtze river as example, effects of some factors such as the static wind action, wind speed spatial non - uniformity, and the cable ' s wind load on the, aerodynamic stability of the bridge are investigated analytically
以潤揚長江大橋為例，通過分析揭示了靜風效應、風速空間分佈的非均勻性以及纜索風荷載等因素對大跨徑懸索橋空氣動力穩定性的影響。With the increase of the span length, more and more long, slim cables are used in the cable - stayed bridges. the vibration of cables that induced by wind has turned out to be a significant obstacle to the development of cable - stayed bridges to be lighter and span larger
隨著斜拉橋跨徑的增大，拉索長度增加，長、細拉索的振動問題越來越突出，已經成為制約斜拉橋向輕型化，大跨化發展障礙。With the fast development of large span bridge and high - rise buildings, the bearing capacity and the length of piles are increasing, and the analysis and design principle of piles under inclined loads has been become a problem to be solved in civil engineering
隨著我國近年來大跨徑橋梁及高層建築的迅速發展，基樁的承載能力及樁長日益增大，傾斜荷載下基樁的受力分析和設計理論已成為目前土木工程界亟待解決的重要問題之一。Since reform and opening up, especially since 1995, with the construction of diversified sources of funding ( both former national funding for non - road toll charges after ; now for the various forms of financing, loan fees owing on the loan after construction ) and the rapid development of bridge - building technology, a large number of high input, high - tech, big began the yangtze river bridge, like everywhere have built up, as of 2006 3, yangtze river to shanghai jiang yibin, a 42 bridges have been built into the large blocks, 18 blocks in the construction of the bridge
改革開放后，特別是1995年以來，隨著建設資金來源的多元化（原均為國家撥款，建后不收過橋費；現在為各種形式的籌資、貸款，建后收費還貸）及造橋技術的迅猛發展，大量的高投入、高技術、大跨徑的長江大橋如雨後春筍一樣紛紛修建起來，截止2006年3 ，長江宜賓至上海江段有已建成通車的特大型橋梁42座，在建的橋梁18座。Nowadays, super - long and large - diameter bored piles are widely used in high - rise buildings and bridges with super - long spans, but man ’ s acquaintance with the mechanism of load transfer about this type of piles is slight. the theory is lagged behind the practice. its design method is according to that of common pile yet
目前，大直徑超長灌注樁已成為超高建築及大跨橋梁的一種常用樁型，然而人們對此種樁的荷載傳遞機理還不十分清楚，超長樁的理論還遠落後于實踐，此類特殊樁仍按一般樁樁基理論設計。The author went on examine two special types of financial risk, which are the most urgent ones in china today, namely, commercial banking systematical risk and stock market systematical risk. after some intellectual efforts the author drew conclusions as followed : these two types of risk were process the same essence that they were both rooted in the macro structure and circumstances, though they showed quite different characteristics, and they were both the products of the diachronic ( over a fairly long period ) evolution of economic structure
以此為基礎，文章對我國的經濟結構與金融結構的現狀和演進邏輯進行了理論歸納，並據以考量了我國目前的商業銀行系統風險與股票市場系統風險，指出這兩類風險異曲同工，都植根于既有的制度環境和制度結構，是中國經濟結構（在一個比較長的歷史跨度內）歷時演變導致的產物；文章接著探討了化解這兩類風險的途徑，即打破既有路徑依賴，推動制度分岔性變遷展開。As the most important carriers of technical transfer and the major spreader in international technology market, transnational corporations monopolize 80 % of up - to - date technique and technology in the world, so attraction of transnational corporations " investment is an important way to gain advanced technology and accomplish economic growth, scientific and technical progress and social development
跨國公司作為國際技術轉移的主要載體和國際技術市場上的主要傳播者，壟斷了當今世界上80的新技術和新工藝，因此，吸引跨國公司前來投資就成為許多國家獲取先進技術，實現經濟增長、科技進步、社會發展的重要途徑。All three are cross - platform, and each serves as a basis for an xslt library implementation, which give you a growth path once you ve satisfied your basic xml needs
這三者都是跨平臺的，每一種都充當xslt庫實現的基礎，一旦滿足了基本xml需要之後，它就會給您一條成長途徑。The analysis indicates that the maximum deflection is directly proportional to density and the square of span, and inversely proportional to stress, but independent of diameter and elastic modulus
分析結果表明：由於絲線長徑比很大，絲線的最大撓度跟密度以及跨度的平方成正比，與所受的應力成反比，而同絲線的直徑的具體數值和材料的剛度無關。分享友人