limit bridge 中文意思是什麼
limit bridge
解釋
限量電橋-
The speed limit on bridge is 60 kilometers per hour
橋上的車輛最高時速為60公里。 -
The bridge rotation construction craft is the efficient method especially in the gorge, cliff, or arduous landform for its simple erection equipment, short time limit, safe construction
橋梁轉體施工工藝是在深山峽谷、懸崖陡壁、地形險峻的橋位上架設橋梁的有效方法。架設設備簡單，工期短，施工安全方便，免去復雜的高空作業，質量可靠，投資省。 -
The conclusion of reappearing analysis is that crane bridge be used as usual because main weld maximum stress of upper cover plate of main beam lower than yield limit though it higher than permissible stress. inner stress of secondary beam was over ultimate strength, and deforming is ultra big. so it was unfit for produce and secondary beam must be changed
再現分析得出的主要結論為：橋架的主樑上蓋板主焊縫的最大應力超過了許用應力，但小於屈服極限，可以繼續投入使用；副梁內部的應力遠遠超過了強度極限，變形特別嚴重，不能滿足生產要求，因此更換新的副梁；端梁內部的應力超過了屈服極限，小於強度極限，在應力較大的位置焊接補強板；投入使用后，要對整個橋架進行定期檢查。 -
So, for pre - stressed concrete bridge structure member, it may be assume safely that the initial corrosion time be regarded as the limit state of corrosion damage of structure or members
岡此，對下預應力混凝十橋梁結構構件而言，可以偏安全地近似將結構的初始腐蝕時間作為結構或構件的腐蝕破川川茁界狀態。 -
Bridge can be detected by the transformation of structure mode parameters with the modern technology of signal test. the vibration frequency is obtained easily in the measure, but it is n ' t sensitive to the transformation of mass and rigidity. so it is difficult to identify by test system when the damage of structure reach to the limit damage degree
在實際的工程測量中最容易獲取的結構模態參數就是振動頻率，但是振動頻率對質量、剛度的變化具有弱靈敏性，這使得即使結構的破損程度達到了極限破損程度，振動頻率的變化也很難被測試系統識別。 -
Secondly the author ' s study are introduced in this paper. the author study mainly the linear static and dynamic, elastic - plastic static and dynamic problems of cfst arc - bridge. firstly, the author establish the linear static equation on the based of the rigid equation of element by qr - method, and then analysis the inner force of arc bridge, establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation, then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization, arithmetic
本文主要研究大跨度鋼管混凝土桁架拱線性靜力問題和線性動力問題以及彈塑性靜力問題和彈塑性動力問題，先利用qr法按照梁單元的剛度方程建立桁架拱的線性靜力方程，進行桁架拱內力分析，建立桁架拱線性動力方程、彈塑性剛度方程及彈塑性動力方程，然後利用增量迭代法及樣條無條件穩定演算法分別求解彈塑性剛度方程及動力方程。 -
The lower limit of distribution of the masou salmon is the same with that of last year. some individuals can reach as downstream as the in - bin bridge, where the yo - shen creek merges into the chichiawan stream. however, the water temperature at this location usually rises to be higher than 17
七家灣溪櫻花鉤吻鮭的分佈最下限范圍，與上次的調查結果相同，分佈可以到達七家灣溪與有勝溪會流點的迎賓橋之下，然而此地在夏季由於水溫已經超出17 ，使得櫻花鉤吻鮭夏季的分佈范圍有往上游縮減的趨勢，大致以露營場附近為其分佈下限。 -
On the foundation of analysis a quantity of experiments and theory home and abroad, the paper give a calculation formula for the cross - section anti - bending limit load capacity of reinforced concrete beam. at the same time, the paper discusses the establishment of fatigue load chart for the bridge structure and presents its calculation of stress chart
2 、在分析國內外大量試驗研究和理論分析的基礎上，給出了碳纖維布加固鋼筋混凝土梁正截面抗彎極限承載力的計算公式，詳細闡述了等幅疲勞荷載和變幅疲勞荷載下橋梁結構疲勞強度的計算方法。 -
Considering the engineering of trail pile in hubei jingzhou yangtze river highway bridge, the construction process of deep cast - in - place pile under pebble geological structure, the limit load - bearing capacity of single pile, side friction stress and head drag are researched in this thesis deeply
論文結合湖北省荊州長江公路大橋的試驗樁工程，深入研究了江漢平原地區卵石地基深鉆孔灌注樁的施工工藝、單樁極限承載能力、樁側摩阻力和端阻力。 -
Probing on cause to the lateral amplitude of railway bridge going beyond limit and method to restrengthen bridge and reduce bridge amplitude of vibration
鐵路橋梁橫向振幅超限的原因及加固減振方法探討 -
Steel structure cross - sea bridge, port equipment, pipeline system, hydropower station equipment, paper making industry and other industries generally have problem of anticorrosion, out company has incomparable technical advantage, which can prevent the corrosion from happening, can proceed the coating operation under the supreme wet condition, can surpass the limit of surface treatment in the industrial protection, can provides long - term anticorrosion solution plan to various steel structures
鋼結構跨海大橋，港口設施、管路系統、水電站設備、造紙工業以及其他工業普遍存在著防腐蝕的問題，我們公司無與倫比的技術優勢，防止腐蝕的發生，可以在極端潮濕的條件下塗刷施工，可以在工業防護過程中超越表面處理的限制，為各種不同的鋼結構提供了長效防腐解決方案。 -
At last distribution functions of load modes in life service are presented. based on the resisting force model and load model, the limit state equations of rc bridge are formulated. according to the resisting force is time - dependent and vehicle load is the non - gaussian distribution, jc method is applied to calculate the time - dependent reliability index of rc bridge
在抗力衰減模型及橋梁荷載模型的基礎上，將可靠度理論引入橋梁結構的評定中，推導出了橋梁結構耐久性極限狀態方程，並根據耐久性極限狀態方程中抗力是時間的函數，以及車輛荷載為非正態分佈的特點，應用當量正態法（ jc法）編制相應的程序計算橋梁構件的時變可靠度指標。 -
Adopt the rigid conjunction reinforce of both line, the biggest flap fad still exceed limit, especially that high plait and self - provided train, horizontal flap is still serious, by research and decided to do a preparative box reinforcing experiment on the big bridge of yellow river, and anticipate the result would be more obviously
採用雙線剛性連接加固，最大振幅仍有超限，特別是一些高編自備車，橫向振幅仍然較嚴重，經研究決定在京廣黃河大橋上進行準箱形梁加固試驗，預計效果會更加明顯。 -
In this paper, based on resisting force model and load model, the limit state equations of rc bridge are established, thus the time - dependent relationship of rc bridge reliability is analyzed
本文在抗力衰減模型及橋梁荷載模型的基礎上，通過建立耐久性極限狀態方程，分析計算橋梁可靠度隨時間的變化情況。 -
In fact, hartmann - shack wavefront sensor is affected by the noise of ccd and the constructed error too. in our compare, a bridge is setup, which is the original wavefront composed by zernike polynomial, we transform the original wavefront into far field. then we can compare the accuracy of hartmann - shack wavefront sensor with the accuracy of the system of far field diagnosis in detecting the farfield, using diffraction limit and encircle energy
我們在進行兩者相互比較的過程中，搭建了一個比較的橋梁，即由zernike多項式組成的各種原始像差波前，將它也變換到遠場作為原始理想遠場光斑，然後，以它的衍射極限和環圍能量曲線作為評價標準，比較hartmann - shack波前傳感器和遠場測量系統在光束質量診斷中的探測精度。 -
From the results, we can see that jinhuai bridge has no noticeable vertical deflection peak. it is mainly because of the restrictions of some parameters such as velocity of the vehicle on highway and damping of the bridge, which can limit the peak values
計算結果表明，公路橋梁也存在多個瞬態響應相互疊加的問題，但由於受車輛行駛速度和阻尼因素的影響，津淮剛架拱橋沒有出現明顯的共振峰值。 -
A new bridge type high temperature superconducting fault current limiter ( sfcl ) with a limiting impedance of superconductor serried in the limiting circuit is proposed, which could limit the peak value and the stable value of the fault current
摘要提出一種改進的橋式高溫超導限流器拓撲結構，將不同高溫超導體製成的限流電阻與限流電感同時申入橋式限流迴路。 -
Large displacement, lateral stability limit small - span and mid - span suspension bridge development. to solving these problems, people present stable type suspension bridge for enhancing common suspension bridge lateral stability in structure
一直以來，懸索橋變形大、側向穩定性差的缺點影響其在中小型橋梁中的發展，針對此問題提出的穩定型懸索橋從結構上改善了一般懸索橋的穩定性。 -
An experimental study of vertical bearing capacity limit of bridge base pile
橋梁基樁豎向極限承載力試驗研究 -
And under the three load cases, the critical load of the cable - stayed arch bridge taking into account double nonlinearity is much smaller than taking into account linear elasticity or geometrical nonlinearity. therefore if we want to estimate the limit bearing capacity exactly, the double nonlinearity must be considered
在三種加載工況作用下，考慮雙重非線性的臨界荷載遠小於線彈性和僅考慮幾何非線性臨界荷載。因此，採用線彈性和僅考慮幾何非線性方法均會過高地估計結構的極限承載力，要準確評估出結構的極限承載力必須考慮雙重非線性。
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