隔墩 的英文怎麼說

中文拼音 [gédūn]
隔墩 英文
separating pier
  • 隔 : partitionseparate
  • 墩 : Ⅰ名詞1. （土堆） mound 2. （墩子） a block of stone or wood Ⅱ量詞（用於叢生的或幾棵合在一起的植物） cluster
  1. What is structural area points to form a building to bearing system, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    什麼是結構面積指構成房屋承重系統，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  2. Structural area of the residence is to point to form a building to bearing coefficient, the area that the component part place such as mound of the wall of each component, column, wall and partition occupies disjunctive plane

    住宅的結構面積是指構成房屋承重系數，分隔平面各組成部分的墻、柱、墻墩以及隔斷等構件所佔的面積。
  3. It s a favorite spot for couples to meet at dusk. in the spaces between the fence posts, couples nestling in each other s arms watch the sun set from a world of their own

    首先映入眼簾的是正對夕照方向的墩狀圍籬，墩與墩之間的空隔被在地人稱為兩個蘿卜一個坑，黃昏時刻情侶們最愛在此地約會。
  4. On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

    本文試圖就上述的這兩大方面的內容，從以下三個角度進行了初步研究： 1 、縱槽向抗震性能分析1 ）湯峪河吊桿拱支承結構的縱槽向地震效應較小；吊桿式拱架結構動力特性取決于槽墩和主拱圈的剛度，以及結構的整體性，故適當加大構件截面尺寸或提高砼標號，盡量降低結構的建築高度和重心，在構件連接和變截面處增設梗脅，按照約束混凝土的要求來加強箍筋的配置，增加砼的延性，以克服地震時構件連接和變截面處的應力集中造成的坡壞，並吸收大量的地震能量，從而起到隔震，減震的效果。
  5. The captive had broken off the stalagmite, and upon the stump had placed a stone, wherein he had scooped a shallow hollow to catch the precious drop that fell once in every three minutes with the dreary regularity of a clock - tick

    他把石筍弄斷后，把一塊石頭放在石筍墩上，鑿出一個淺窩來接每隔三分鐘才滴下來一滴寶貴的水。
  6. Road safety barriers. cast in place concrete separators and walls. special steel accessories

    道路安全隔欄.現場澆注混凝土隔離墩.專用鋼制附件
  7. Road safety barriers. in - situ concrete partition walls and low walls. implantation conditions

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.安裝條件
  8. Road safety barriers. in - situ concrete partition walls and low walls. specifications and control

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.規范和檢驗
  9. Numerical simulation on crack propagation and reinforcement effectiveness of isolated rockmass between shiplocks of three gorges project

    三峽工程永久船閘中隔墩裂縫擴展及加固效果數值分析
  10. On the process of simulation the deformation after excavation at the middle frusta and the vertical slope at three gorges permanent shiplock, program the fortran procedure to perfect model creation and the capability of the pre - procedure and post - procedure in flac - 3d

    在模擬三峽永久船閘中隔墩和直立邊墻開挖卸荷變形過程中，編制fortran程序，完善flac - 3d建模功能和增強其前後處理能力。
  11. After excavation, there are concentration phenomenon of stress at the corner or the shiplock room, and the tension zone lies in half of the middle part as well as the part of the two slopes to the lower part of the upright wall. finally the analysis results are compared with site monitoring data in period of construction as well as the feedback reports, the result of all comes to meet with each other very well

    開挖完成後，在閘室拐角處存在不同程度的應力集中現象，中隔墩上部1 2的巖體及南北邊坡至直立墻頂部平臺以下的部分巖體為拉應力區。在兩側邊坡及邊墻的塑性區出現在損傷區和部分卸荷影響區內，中隔墩大部分區域的巖體都進入了塑性狀態，閘室底板處的塑性區基本上與損傷區一致。
  12. And the conclusion can be obtained thatrafter excavation, the horizontal deformation increased continuedly with the depth of excavation. while the whole deformation takes on a tendency of nearly horizon and slightly downward. the middle part of the shiplocks maintains the state of unloading feedback during the excavation, when the excavation is finished, it expands toward two sides

    本文研究發現開挖完成後閘室直立墻和南北邊坡的巖體水平方向變形隨著開挖深度的下降而不斷增大，開挖完成後的總體變形表現為近水平略向下。中隔墩在開挖過程中，始終處于卸荷回彈，開挖完成後，中隔墩向兩側張開。
  13. The surrounding rock mass of the tgp shiplocks is jointed rock mass cut by well - developed discontinuous joints. the middle frusta and vertical border wall are the important components of the lock room construction. its deformability and stability will directly affect the construction function and using security

    永久船閘區巖體屬於一種斷續節理切割的裂隙巖體，中隔墩和直立邊墻是閘室結構的重要組成部分，其變形大小和穩定程度將直接影響三峽航道的結構功能和運行安全。
  14. Abstract : at first, the shaking table test of a gravity pier model was done. the comparison between the test data and the theoretical analysis results of the model showed that they are identical to each other. the dynamic model of a whole bridge with gravity piers and lead - rubber bearings was set up. the positive role of lead - rubber bearings on lowering the seismic responses of railway bridge and the seismic character of gravity piers were analysed. some earthquake resistance measures of railway bridge with gravity piers were put forward

    文摘:首先進行了重力式橋墩模型振動臺模擬地震試驗，試驗與理論分析結果基本一致;然後建立了採用鉛芯橡膠支座的重力式橋墩橋梁全橋體系動力分析模型，計算分析了鉛芯橡膠支座對橋梁的減、隔震作用及重力式橋墩的抗震性能，提出了重力式橋墩橋梁的抗震措施。
  15. By statistically analyzing the test data, a regression formula has been attained. second, the influences of seismic wave, foundation of a bridge and the mechanical properties of lead - rubber bearing on the response of an isolated bridge with the lead - rubber bearing was investigated. several conclusions for properly applying lead - rubber bearing in isolated bridges have been made

    其次，利用單墩模型，系統地研究了地震波特性、鉛芯橡膠支座參數、橋梁下部結構特性及場地土特性等對隔震橋梁動力響應的影響，提出了在橋梁隔震中合理使用鉛芯橡膠支座的一些建議。
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