bridge model test 中文意思是什麼

bridge model test 解釋
橋梁模型試驗
  • bridge : n 1 橋，橋梁；【造船】艦橋，船橋。2 鼻樑；（假牙上的）齒橋；【音樂】弦柱，弦馬；【電學】電橋；【...
  • model : n 1 模型，雛型；原型；設計圖；模範；（畫家、雕刻家的）模特兒；樣板。2 典型，模範。3 （女服裝店僱...
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  1. Dynamic characteristic of curve - arch - bridge for model test

    彎拱橋動力特性的模型試驗
  2. Presented in this thesis is a model test of the arch ribs segment with concrete filled steel tube ( cfst ) of maocaojie bridge, which is located in the yiyang of the hunan province and provides the engineering base for the test

    本文以湖南省益陽茅草街大橋為工程背景，進行了茅草街大橋主拱圈鋼管混凝土拱肋拱頂1 ： 5節段模型試驗。
  3. Regarding natural sand of the spot as model sand, using series model, and under the interaction of irregular wave and tidal current, a systematic test on scouring around pile of land - island approach bridge of jiangsu lng receiving station is carried out

    摘要以現場天然沙為試驗床質，利用系列模型，採用不規則波與潮流相結合的方式，對江蘇lng接卸站陸連島橋樁基周圍的沖刷情況，進行了系統試驗。
  4. Through the finite element method, this paper compares some variable parameters such as the arch axis, the rise - span ratio and the ratio of spans, which influence the mechanical performances of open spandrel rigid - framed arch bridge. then it summarizes the mechanical properties of this bridge type and the optimal range of these parameters. the plexiglass model test validates the correctness of the finite element method used in this paper. the study will provide reference for the design of this new bridge type

    本文採用有限元方法對影響空腹式剛架拱橋受力性能的主要參數：拱軸線型、矢跨比及跨徑比進行了比較分析，總結了這種橋型的結構受力特點以及拱軸線型等參數的合理范圍，為這種新橋型的工程設計提供參考，並通過有機玻璃模型試驗驗證了有限元分析的正確性。
  5. To investigate the practical stability performance of this bridge, a model test is carried out. the test model actually simulates nan pu bridge based on similarity criterion. the model test reveals that the stability factors is more than 2. 0, so the stability and strength of this bridge have been verified to be met with

    該模型試驗首創了「桿對桿」剛度等效法，應用於鋼管混凝土桁架拱橋的模型設計和製作中，其研究成果對南浦大橋實橋的施工以及竣工后的運行有重要的應用價值，並對今後鋼管混凝土桁式拱橋的試驗研究、設計、施工具有重要的指導意義。
  6. In order to study the practical stability performance of chunan nanpu bridge, a total bridge model test was carried through. the design method of " spar to spar " modeling method was firstly introduced in this test. the test results are significant for construction and management of chunan nanpu bridge ; excessively, the test results are significant for design and construction of large span cfst arch bridge also

    該模型試驗首創了「桿對桿」剛度等效法，應用於鋼管混凝土桁架拱橋的模型設計和製作中，其研究成果對南浦大橋實橋的施工以及竣工后的運行有重要的應用價值，並對今後鋼管混凝土桁式拱橋的試驗研究（特別是模型製作） 、設計、施工具有重要的指導意義。
  7. Interaction of run - on slab and soil is simulated by “ m ” method, run - on slab is constrained by soil through the vertival and horizontal, advances computing model of new type semi - integral abutment bridge. ( 3 ) this paper takes hengyang dashuiting middle bridge for test supporting project, designs full scale model test which can reflect truly interaction of beam, run - on slab and the embankment behind the abutment of new type semi - integral abutment bridge

    通過「 」法來模擬搭板與土體之間的相互作用，用豎向彈簧和水平彈簧來實現土體對搭板的約束作用，建立了新型半整體式無縫橋梁的計算模型; （ 3 ）以衡陽大水町中橋為試驗依託工程，設計了能真實反映新型半整體式無縫橋主梁、搭板以及臺后填土相互作用的足尺模型試驗。
  8. The thesis is aimed at presenting a procedure to establish a baseline finite element model of the qingzhou cable - stayed bridge over the ming river, fuzhou, china that was newly constructed. its main span length of 605m is the longest in the world among the completed composite - deck cable - stayed bridge. the proposed procedure includes several tasks : initial finite element modeling base on the design drawings, field loading tests and ambient vibration tests, and finite element model calibration with the test results

    本文以主跨605m的結合梁斜拉橋? ?青洲閩江大橋為背景，首先根據設計圖紙建立該橋完整的初始空間有限元模型，然後根據通車前現場靜力試驗和環境振動試驗結果對初始有限元模型進行校正，通過參數的調整使模型靜、動力計算結果與實測值吻合。
  9. Analysis system for bridge test ( qljc in chinese ) is an application software specially designed for bridge test to build spatial fem model of bridge structure with beam elements or solid elements, analyze the static and dynamic character of bridge structures, calculate efficiency ratio of load test, pick up the results of observation points and so on

    摘要橋梁結構檢測分析系統qljc是針對橋梁檢測試驗分析開發的專用軟體，能夠建立橋梁結構空間有限元模型，運用實體單元法和空間梁格法進行靜動力試驗分析、試驗荷載效率計算，查取測點位置理論計算值等。
  10. Not only fault model, but also test arithmetic demand to be farther improved. the thesis, focusing on the 20 - port register file, makes a fault analysis, particularly in complex bridge fault and crosstalk coupling fault aroused by word - line and bit - line of 20 - port

    本文針對所設計的寄存器文件進行了故障分析，特別對20埠字線、位線引起的復雜橋接故障和串擾導致的耦合故障進行了詳盡論述。
  11. Abstract : the general testing scheme of large - scale bridge model including static test, dynamic test and pseudo dynamic test are presented briefly in this paper

    文摘:主要概述大型橋梁模型試驗的總體試驗方案，包括靜力試驗、動力特性試驗和擬動力試驗；介紹了試驗的實施情況。
  12. Based on the model test, analyzed in finite element program, the thesis gives credible data to the design of this bridge and the model test of the same type bridge,

    本文以試驗為基礎，理論分析為手段，為茅草街大橋的設計與計算提供依據，其結論也為同類型橋梁結構的設計研究提供借鑒。
  13. Firstly, author calculates a test model of skew girder bridge with a span of 1 m, and compares with the test result, hence validate accuracy of integrated finite element method

    首先計算分析跨徑為1m的試驗模型斜梁橋，並將其計算結果與試驗結果進行比較，組合有限單元方法的準確性得到初步驗證。
  14. The whole model test study for jingzhou changjiang river highway bridge

    荊州長江公路橋整體模型試驗研究
  15. Model test study on arbitrary euadrilateral slab briolges. ( 2 ) analysis of curued and skew slab bridge. ( 3 ) stetic and dynamic analyzis of curued box girder bridge. ( 4 ) application of cad technic in the design of unregular plate bridges. ( 5 ) analgsis of unregular plate bridge

    變厚度異型板橋的模型試驗；斜彎復合型板橋的分析；彎箱梁橋的靜、動力分析； cad技術在導型板橋設計中的應用；不規則橋梁的力學分析。
  16. At last, in order to study the practical stability performance of the xiangtan xiangjiang river four bridges, a total bridge model test was carried through

    最後，為了研究湘潭湘江四大橋的實際受力性能及穩定性，對該橋進行了模型試驗研究。
  17. Based on the geometrical non - linear finite element theory, a fine iterative method of simulating all construction stages of self - anchored suspension bridge is proposed and used to pingsheng bridge. the construction plans of suspension rod and second dead load are discussed in details. the model test of pingsheng bridge is completed

    此外，對平勝大橋的整體穩定性及極限承載力進行了分析，並在全橋模型上進行了超載試驗研究，結果表明，平勝大橋的總體穩定是有保障的。
  18. Abstract : through the practice of vertical pressers in long sp an continuous box - girder and the research of two - way prestress model test, the construction technology about unbonded vertical prestress is proposed and applie d in hanjiang bridge in hanchuan. for the first time, it ? s first adopted in long span concrete bridge in our country and a lot of economic benefits are created b ecause of its advantages such as little drill way, rapid and imple construction, h igh quality and so on

    文摘:通過漢川漢江公路大橋大跨徑連續箱梁豎向預應力施工實踐和雙向預應力模型梁試驗研究，在該橋施工中提出並應用了無粘結豎向預應力技術.這在國內大跨徑砼橋樑上尚屬首次全面採用，它具有孔道直徑小，施工簡便快速，質量易於保證等優點，為全橋預應力施工創造了較為顯著的社會經濟效益
  19. In order to study actuality of cfst arch bridge, based on the investigative result of " total bridge model test of chunan nanpu bridge ", the nonlinear structural internal forces, nonlinear stability and seismic resistance of large span cfst arch bridge have been studied in this paper

    針對鋼管混凝土拱橋的研究現狀，並結合「淳安南浦大橋整橋模型試驗研究」課題的研究成果，對大跨度鋼管混凝土拱橋結構內力非線性分析、非線性穩定以及抗震等方面作了具體的研究。
  20. ( 6 ) the mechanical performance of min jiang bridge is reviewed through the plexiglass model test. the compare of the results of the model test and the finite element analysis validates the correctness of the finite element method used in this paper

    （ 6 ）通過有機玻璃模型試驗考察了福州市尤溪洲閩江大橋的全橋受力性能，並通過與有限元模型分析結果的比較，驗證了本文所採用有限元模型的準確性。
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