試驗板結構 的英文怎麼說

中文拼音 [shìyànbǎnjiēgòu]
試驗板結構 英文
breadboard construction
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 驗 : 動詞1. （察看; 查考） examine; check; test 2. （產生預期的效果） prove effective; produce the expected result
  • 板 : Ⅰ名詞1 （片狀硬物體） board; plank; plate 2 （專指店鋪的門板） shutter 3 [音樂] （打拍子的樂器） ...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 試驗 : trial; experiment; test
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Four tem - horn antennas have been made. using these antennas two - element rain gutter tem - horn array, two - element stacked tem - horn array, four - element rain gutter tem - horn array and four - element stacked tem - horn array are been mades up of. the results of experiment accord with theory and numerical stimulation

    最後，對tem喇叭天線陣列進行了原理性實驗研究，設計了帶地板結構的半tem喇叭天線，組成二元槽狀陣列、二元疊狀陣列、四元槽狀陣列、四元疊狀陣列等，應用小信號測試，得到的結果與理論和數值模擬相一致。
  2. Timber structures - test methods - soft body impact test of timber framed walls ; german version en 596 : 1995

    木結構.試驗方法.木板結構墻軟物沖擊試驗
  3. Timber structures - test methods - racking strength and stiffness of structural wall panels ; german version en 594 : 1995

    木結構.試驗方法.墻圓板木板結構墻壁的承重能力和
  4. Fire test of roof deck constructions

    屋頂板結構的防火試驗
  5. Though much progress has been achieved in previous study, there still remains a lot to be studied and perfected. the thesis is devoted to study on the multi - ribbed slab wall, the main bearing member in mrss, including its mechanism, failure mode, aseismic capability, mechanical models, ultimate bearing capacity and aseismic design based on control. the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall, the paper proposed the member ' s failure modes under horizontal loads, analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame, discussed the wall ' s bearing capacity, rigidity, deformation, ductility and energy dissipation ability in different modes, and put forward a simplified mechanical model of the slab wall under vertical loads

    本文針對密肋壁板結構的主要受力構件? ?密肋復合墻體為研究對象，就其受力機理、破壞模式、抗震性能、三階段力學模型、極限承載能力以及基於控制的抗震設計方法等進行了較為詳細的研究，完成的主要工作有： 1 ）通過對密肋復合墻體在水平低周反復荷載和單調荷載作用下的試驗研究，提出了墻體的主要破壞模式；分析了框格與內部填充砌塊、墻板與外框的共同工作的受力特點；探討了不同破壞模式情況下墻體的承載能力、剛度、變形、延性、耗能等抗震性能，並給出了豎向荷載作用下密肋復合墻體的簡化力學模型。
  6. Experimental study on properties of 16m pretensioned and prestressed concrete beam - slab structure

    先張法預應力砼梁板結構性能試驗研究
  7. These experiments mainly aim at determining the deflection and stress of beam slab structure before and after reinforcement

    靜載試驗的內容是測定加固前後梁板結構的混凝土應力和撓度。
  8. In this paper ， static load experiments are illustrated and the reliability of cfrp reinforcement technology ， used for reinforcing beam slab structure of large span bridge ， is discussed

    文章結合對大跨度橋梁的梁板結構加固處理前後的靜載試驗，探討了大跨度梁板結構應用粘貼碳纖維加固處理技術的可靠性。
  9. By low - cycle and reverse horizontal loading test, their properties including strength property, deformation property and energy property are studied. we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation. lastly, based the data got from the test, this paper analyses and value the seismic behavior of every members

    在試驗基礎上，研究了軸心受壓構件的承載力計算和穩定問題；研究了低周反復水平加載條件下，彎剪構件和整體空心墻板的強度、變形、能量特性；軸壓構件的荷載特徵值；彎剪構件和整體空心墻板的滯回曲線、骨架曲線、延性等參數；從強度、變形和能耗等方面判別和鑒定各構件的抗震性能，對各個構件給出了試驗的結論、評價。
  10. Based on the vibration test in yantan hydropower house, in this paper the author adopt les method which belong to three dimensions unsteady turbulent flow numerical analysis to simulate vibration resource characteristics of hydrogenerator set, a harmonic vibration model of powerhouse substructure is put forward to carry out firstly a precise modal analysis and dynamic response analysis for generator floor. the numerical calculation results agree well with the surveyed data in situ

    本文結合巖灘水電站廠房振動的試驗研究，採用非定常湍流數值分析的大渦模擬方法進行混流機組水力振動振源模擬；提出一種水電站廠房下部結構簡諧振動模型，首次進行了發電機層樓板結構的精確模態分析和水力激振荷載下的動力響應分析，各項計算結果與實測數據吻合良好。
  11. Standard test method for strength properties of adhesives in plywood type construction in shear by tension loading

    拉力負荷法測定膠合板結構中膠粘劑抗剪切強度特性的標準試驗方法
  12. Timber structures - test methods - performance of structural floor decking

    木材結構.試驗方法.地板結構性能
  13. Standard test method for strength properties of adhesives in two - ply wood construction in shear by tension loading

    用拉伸負荷法測定雙層膠合板結構中膠粘劑剪切強度特性的標準試驗方法
  14. On the basis of test under loading statically about static strain, opposite deformation to sedimentation of foundation on the actual project, further mechanics analysis of csbcs was done

    通過現場靜載試驗，從結構的靜態應變，相對變形，基礎沉降等多個指標方面，對波紋鋼板橋涵的力學性能進行了深入分析。
  15. ( 2 ) in order to verify derivation equation and corresponding code effectiveness, four - point exciting experiment of plate structure is set up by applying vibration table, then part correlation data is obtained

    （ 2 ）對板結構做試驗驗證推導公式的有效性，應用振動臺採取4點激振試驗，並且獲得部分相關的輸入數據。
  16. With seismic loading tests on multi - rib composite walls and integer building models, this paper researches comprehensively on practical design methods for the structure of multi - rib panel, and provides the theoretical foundation for engineering application of this structure system

    本文結合密肋復合墻板力學性能試驗及整體房屋模型試驗，較全面分析研究了多層密肋壁板結構的實用設計方法，為該結構體系的工程應用奠定了理論基礎。
  17. Combined with test research and current code, the practical design methods of the tier structure of multi - rib panel are researched chiefly. basic principles in the process of structure conception design are achieved, practical computing formulas for rigidity and load - bearing of the structure of multi - rib panel are deduced, practical design methods and process for buildings in the structure are expatiated, and actual project is seismic calculated as an example in this paper

    提出結構概念設計應遵循的基本原則，包括結構體系的適用范圍，房屋層數及高寬比限值，建築平面及豎向布置要求；給出復合墻板的剛度及承載力實用計算公式，並與試驗值進行對比；闡述了多層密肋壁板結構房屋的實用設計方法及設計步驟，並將實際工程作為算例，進行了詳細抗震驗算。
  18. It ' s found that the best absolute lateral resolution of the velocity on the hq - 13 profile is about 30 kilometer, while that of the depth parameter on this profile can be smaller than 10 kilometer. both of the velocity and depth parameter points are of 20 kilometers interval on the four profiles in yunnan region, their lateral resolution are also detected by the checker - board - test method

    檢測板試驗的結果表明， hq - 13線速度地殼速度結構橫向變化的最佳絕對分辨應在30km左右，該測線上界面形態橫向變化的絕對分辨可以達到10km以內；取速度節點間距和界面深度節點間距均為20km的檢測板試驗表明，雲南地區四條測線地殼內界面形態的橫向分辨良好。
  19. The waterproof layer and partial structures of composite linings were simulated by single and double shell concrete test slabs, and the seepage water pressure was applied to the slabs with the manual pump

    通過單層、雙層混凝土試驗板對防水層及隧道襯砌的局部結構進行了模擬，並通過手動泵進行滲漏水壓加載。
  20. Loading test for slab structure of no 3 bridge at kaituo road in qingdao

    青島市開拓路3號橋橋板結構現場荷載試驗研究
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