compare bridge 中文意思是什麼
compare bridge
解釋
比較電橋-
Using the method of simulation calculation and compare, we choice the structure of y - branch balance bridge interference switch
經過模擬分析和比較，選擇y分叉平衡橋路干涉型光開關結構。 -
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，以大量篇幅詳細介紹了滄州市光榮路運河橋（下承式鋼管混凝土系桿拱橋）從方案比選到結構設計和計算、驗算的全部過程，以及施工中的要點，本橋內力計算採用平面桿系有限元計算程序， （交通部公規院的《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。 -
The time - history method in combination with damper coefficients and their associations was employed to compare and analyze the bridge response results in terms of the inertial forces of key sections and displacement of key positions
針對不同粘滯阻尼器阻尼系數以及阻尼指數組合，採用時程分析方法，比較分析了結構主要構件和部位的內力及位移地震響應結果。 -
When we compare a conventional reinforced concrete bridge with fiberglass bridge a fiberglass is 5 times lighter than conventional concrete
當我們比較傳統的混凝土橋和玻璃纖維橋時，後者的重量是混凝土橋的五分之一。 -
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。 -
In order to ascertain the real stress and deflection of structure this paper puts forward experimental scheme. by measuring data during the process of construction, we can know the distribution of stress in simply supported - continuous beam and compare with initial design, then we can adjust it by control method to ensure quality of the bridge
提出具體的試驗方案，論述了測試元件的測試原理，通過測量各控制點在不同階段的應變和撓度，確定橋梁結構的實際應力大小和變形狀態，了解簡支轉預應力連續結構各跨主梁與連續處的應力分佈情況，並與設計相互驗證，通過施工控制使結構符合設計要求，保證施工質量。 -
In this thesis, taking the example of some railroad cfst arch bridge ( yesanhe bridge ), with the help of ansys, one universal fem software, author analyze its dynamic behaviors and abstract it as follows : 1. establish 3 - d finite element model of this whole bridge, calculate its dynamic characteristics, besides, compare and study ways of establishing fe model ; on the basis of this result, comparing the theorial and practical results of other bridges of such type, summarize dynamic characteristic of these bridges
本文以某鐵路鋼管混凝土拱橋（野三河大橋）為背景，運用通用有限元軟體ansys對其進行動力分析，主要開展了如下的工作： 1 、對整橋建立空間有限元模型，進行動力特性的計算，且對建模的思路和方法方面做了比較和探索；在計算結果的基礎上，結合其他同類型橋梁的理論計算和試驗結果，分析了該類型橋梁的動力特徵。 -
The design realm in the province of jilin, use more software is the bridge doctor system, bridge master, system of asbest, procedure of qjx and province highway of jilins survey to design the hospital to by oneself develop of the t beam plank beam painting procedure, the cover beam calculation painting procedure, a pillar calculation procedure, the upper part procedure compute a procedure mostly, even some procedures can paint, but the province painting of basic and dissatisfied foot jilin of born diagram paper style, the diagram paper the modification quantity compare greatly, the procedure that the lower part procedure adopts to by oneself
在吉林省內設計領域，使用較多的軟體是橋梁博士系統、橋梁大師、 asbest系統、 qjx程序及吉林省公路勘測設計院自行研發的t梁板梁繪圖程序，蓋梁計算繪圖程序，樁柱計算程序，上部程序多是計算型程序，即使有些程序能夠繪圖，但生成圖紙基本不滿足吉林省繪圖風格，圖紙修改量較大，下部程序多採用自行編制的程序，但大多數程序是dos系統的程序，使用不方便，同時與現行規范多有不符。 -
Based on a regress analysis of the results of 74 columns models from eight different tests, an empirical formula for calculating the residual shear strength of reinforced concrete bridge columns is derived. and compare the formula to them proposed by the current codes
通過對得自8次不同試驗的74根鋼筋混凝土墩柱模型試驗結果的回歸分析，最終建議了一種考慮軸壓比影響和延性水平影響的強震動下，鋼筋混凝土橋墩殘余剪切強度的實用計算公式，並與國內外現行規范公式進行對比。 -
Then analysis the project of temperature control and data analysis at the base slab of big bridge in yangtze river of badong, compare from the concrete ' s original material, match, studying temperature stress, cracking reason and the measure of crac k control
通過對巴東長江大橋大體積承臺溫控方案及數據分析，從混凝土的原材料、配合比、外加劑、施工工藝等幾方面研究大體積混凝土的溫度應力、開裂原因和裂縫控制措施。 -
( 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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