路拱過大的 的英文怎麼說

中文拼音 [gǒngguòde]
路拱過大的 英文
overcrowded
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  • : 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; ...
  • : 過Ⅰ動詞[口語] (超越) go beyond the limit; undue; excessiveⅡ名詞(姓氏) a surname
  • : 4次方是 The fourth power of 2 is direction
  1. By emptying the above mentioned theoris and conclusions, this paper introduces detailedly the whole process of the compare and selection of cangzhou city gongrong road canal bridge ' s plan, design calculation and check of structure. the internal force calculation of the bridge adopts the program of plane member system ( bricas ), and it was checked by the program of brcad

    本文最後應用上述理論和結論,以量篇幅詳細介紹了滄州市光榮運河橋(下承式鋼管混凝土系桿橋)從方案比選到結構設計和計算、驗算全部程,以及施工中要點,本橋內力計算採用平面桿系有限元計算程序, (交通部公規院《橋梁設計綜合計算程序》 ( bricas4 . 0 ) ) ,並採用空間有限元程序( brcad2 . 0 )進行驗算。
  2. In this thesis, aim to the beam axis shape be exactitude for design, the internal force of the beam be appeased by design request, the concept of modem cybernetics is applied, at the same time, the effecting parameter has collected. the paper build the ann model in predicting the beam camber an construction and discuss indetail the extraction of inputting nodes information when quoting the fundamental principle of ann model and introducing research process of the improved bnn. according to them, ann is applied in the construction control of prestressed concrete continuous bridge

    本文以橋成橋線形滿足設計要求和成橋內力控制在設計容許范圍內為目,運用現代控制理論思想,引用神經網基本原理,詳細介紹bp神經網研究程,從而建立預應力混凝土連續梁橋施工預神經網模型,並詳細討論了模型神經網結點信息提取,在工程實例基礎上進行了數值計武漢理工學碩士學位論文算,數值表明,將神經網應用於預應力混凝土連續梁橋施工控制,獲得了滿意結果,在預應力混凝土連續梁橋施工控制技術研究方面,具有方便有效、精度高優點,具有良好應用前景。
  3. Then on the basis of calculating result from the prefigurative deviation control structure calculation, " rational data forecast processing about error adjust in prefigurative deviation control was made by the prefigurative theory of bp neural network and corresponding program and software matlab6. 1. at last via the data comparison with the practical survey data draw a conclusion : it is feasible for the construction prefigurative deviation control and error adjust used in pc rigid frame bridges to use the calculation model and program brought forward in this paper

    同時,在對預應力混凝土剛構橋施工程線形預度控制結構計算分析基礎上,利用bp神經網預測理論和相應程序及軟體包matlab6 . 1對預度控制中誤差調整進行了較好預測處理,通與實際施工數據及成橋后測量結果作分析比較,得到結論:運用本論文計算模型和程序對預應力混凝土剛構橋預度控制程進武漢理工學碩士學位論文行結構分析和誤差調整處理是可行。
  4. This paper described the feasibility and rationality of scheme from program design, theory analysis and internal force compute and consolidation construction and gave out the ideal consolidation plan of double arch bridge through the consolidation example of xi taozhuang bridge on hanwu road in handan city

    本論文通邯鄲市邯武公西陶莊加固實施,從方案設計、理論分析、內力計算、加固施工等方面論述了方案可行性和合理性,從而找到了雙曲橋加固理想方案。
  5. Orvieto is compact enough so that you can walk from one end to the other in half an hour or so, but that would be to miss the fun of getting lost in the winding lanes and pausing to admire the towers and arches, elaborate cornices and windows, the way in which the shadowed alleys will suddenly deliver you into a sunny piazza

    約半個小時就夠你從奧維多南頭走到北頭,不你就不能體會到那種迷失在蜿蜒小巷感覺,失去駐足欣賞城堡和門,精心裝飾檐口和窗戶機會,也不會碰到那種能通向一個喧鬧廣場
  6. Two - way arch bridges have big weight in existing bridges in our country, they have large quantity & locate all over the country. for some reasons, they behave aging & diseases. for the purses of assuring transportation safety, highway salibility, having the existing bridges to be used sufficiently & using the maintain money properly, it is necessary to do proper reliability evaluation for two - way arch bridges. consultes on the base of large quantity of domestic & foreign literature, this thesis uses engineering survy & others " evaluation experience & advances factors analysis & system synthesis method for two - way arch bridge. this method overcomes the shortcomings & abuses that the used methods have. it has high veracity, strong adaptability & good maneuverability

    為了保證公暢通、行車安全,充分發揮現役橋梁作用,合理使用橋梁維修加固費用,需對雙曲可靠性做出恰當評估。本文在量參考國內外文獻基礎上,結合工程調查和前人評估經驗,提出了雙曲橋可靠性評估因素分析和系統綜合法,克服了去各種方法不足和弊端。該方法準確性高、適應性強、可操作性好。
  7. In this pape, a bp networks is founded to show the relationship of the key control data and the location of cables on span arch construction. form the stable network through the self - study, and use this networks to forecast the location of cables. this method avoid the error produced by man - made

    本文利用bp網來建立施工中關鍵控制數據(關鍵受力點受力小、扣索控制點標高值、扣索受力最及最小值等)與扣索及肋連接點之間映射關系,通自學習功能得到穩定
  8. This paper studies the key techniques involved in the construction of the deep water foundations, long - span prestressed concrete continuous rigid - framed girders and long - span concrete - filled steel tube arches of yichang changjiang river bridge on the newly built yichang - wanzhou railway, and also provides solutions to the possible problems thereof, which may be of certain guiding roles to the practical construction

    摘要對新建鐵宜昌至萬州線宜昌長江橋深水基礎、跨度混凝土連續剛構梁、跨度鋼管混凝土等施工程中遇到關鍵技術問題進行了研究,並對各個問題提出了解決方案,對實施性施工有一定指導意義。
分享友人