靜力檢驗 的英文怎麼說

中文拼音 [jìngjiǎnyàn]
靜力檢驗 英文
hydrostatic checking
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : Ⅰ動詞1 (查) check up; inspect; examine 2 (約束; 檢點) restrain oneself; be careful in one s c...
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 檢驗 : checkout; test; examine; inspect; verify; survey; check;checking;testing;[英國]jerque(指檢查船舶...
  1. Now there are many inspecting method of compound foundation bearing capacity, but most of them are base on the static load test or the original place test to obtain the compound foundation bearing capacity. these methods are time - consuming and laboursome, and they ca n ' t give the compound foundation a wide - ranging, integral inspection and evaluation

    目前,關于復合地基承載測方法有很多,但大多採用載試或原位測試方法獲取復合地基承載,費時費,而且不能進行大面積、整體的測和評價。
  2. Nowadays, the ways to detect the piles are various, and all of them are limited in some aspects. for instance, coring test do large scathe on the piles, and static load test will waste much time, money and energy, while some ways are hard to operate as the limitation of the length and the diameter of the piles, and the special condition on the spots, such as high - strain, low - strain, and so on. furthermore, the result can only be gained under the complex analysis of the collected wave, and under the validation of the coring test

    目前,工程中常用的樁基測方法很多,但都存在著一些弊端:有的對樁破壞性嚴重,例如抽芯測;有的耗時、耗財、耗,例如載荷試;還有的如低應變、高應變等測技術由於受到樁長、樁徑以及現場一些特殊情況的限制,操作很不方便,而且採集到的波形要經過比較復雜的處理分析方能得出結論,而這個結論卻還要輔助取芯手段加以證。
  3. Ev2 soils : investigation and testing - formation level bearing capacity - part 1 : plate test static deformation module

    土壤.與試.巖層承載能.第1部分:板材試態形變模數
  4. The principle and the mechanical structure of the air - gap inductance - type transducer are analyzed in this article, and the static parameters are calibrated. dynamic calibration is applied to air - gap inductance - type transducer which is not good in dynamic capability, to obtain the dynamic parameters of the transducer and its measuring circuit. based on the result of the dynamic calibration, the transducer and its serving circuit are modeled so that the method of how to improve the dynamic performance can be found

    本文對現有氣隙式電感傳感器在原理和機械結構上作了深入的分析,對其參數進行了態標定;並且針對常規電感傳感器動態響應低,不宜用於快速動態測量的缺點,引入測試系統動學的思想,設計了一套動態校準系統,對現有傳感器進行多次動態校準,根據動態校準的實結果對現有傳感器建立數學模型,得到現有傳感器的動態特性;在此基礎上,根據磨床工件在線測的要求,設計一個硬體補償系統來提高整個測試系統的動態特性。
  5. Together with undertaking the power cords designing and researching, it usually takes 15 days to do the development for the new products. the project department has advanced testing equipments mainly including bending testing machine, inserting drawing machine, temperature testing machine, standing pulling machine, internet inspecting machine, chromatic testing machine, static testing machine, salt - spraying machine, burning testing machine, non - toxic inspecting machine

    該部門擁有的試測儀器包括:搖擺測試機2臺插拔機1臺高低溫試箱1臺立式拉儀2臺網路測試儀1臺色差儀1臺電測試儀1臺鹽霧試機1臺燃燒試儀1臺低毒測儀1臺。
  6. Manufacturer ' s material certificate of conformance for hydrostatic testing of cast iron boiler sections : dta rp

    鑄鐵鍋爐型材水壓一致性的生產商材料證書:數據報告
  7. Verification of static uniaxial testing machines - part 2 : tension creep testing machines - verification of the applied force

    單軸試機的第2部分:拉蠕變試機施加
  8. Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils

    通過多種技術方案比較,最終選擇了技術先進的砂墊層預抬高分級充水預壓法,論文工作主要由以下兩部分組成: ( 1 )砂墊層預抬高分級充水預壓法的適用性研究,其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降水、地震作用下砂土液化的可能性等方面的計算分析; ( 2 )施工監測與地基處理效果,其中包括油罐環梁基礎沉降速率與不均勻沉降程度、各分級充水加載階段地基超孔壓與深層水平位移、油罐底板壓分佈及地基土強度增長等方面的實測與數據分析。
  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

    摘要橋梁結構測分析系統qljc是針對橋梁測試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分析、試荷載效率計算,查取測點位置理論計算值等。
  10. Abstract : the results of hi - lo strain - gauge test on 9 dead - load testing piles are analyzed. the bearing strength of single piles is evaluated preliminarily by using high strain and low strain process and conditions for correlating dynamic and dead loads and technical factors affecting the test accuracy are discussed

    文摘:通過對一組載試樁高低應變動測結果的分析,對高應變法、低應變法測單樁承載的可靠性作出了初步評價,並對動對比成立的條件及影響其測試準確性的一些技術因素進行了探討。
  11. Contrast to such original place test method as static load method and drilling method, the method that applying transient rayleigh surface wave to inspect the compound foundation own many virtues as low cost, high efficiency, non - destruction, and it also can save much labour and effort. furthermore, it can implement the large - wide and comprehensive inspection and evaluation of compound foundation bearing capacity

    載試、鉆孔法等原位測試方法相比,瞬態瑞雷波測復合地基技術具有成本顯著降低、效率高、無破損等特點,可節省大量的人,從而可以實現復合地基承載大范圍、全面的測和評價,打破以往只能局部抽的局面。
  12. Verification of static uniaxial testing machines - part 1 : tension compression testing machines - verification and calibration of the force - measuring system

    單軸試機的第1部分:拉
  13. We hold the 40 advanced italian arrow - shaft looms and a 180 printing and dyeing producing line, and we successfully developed the special fabric as followed : flame retardant, flameproof and heat - insulation series, anti - static series, oil resistance and water repellency series, acid and basic resistance series, radiation protection series, dustproof and soil release series, anti - bacteria and odor proof series, without formaldehyde and permanent press series, etc. the features and technical index of our products have reached or exceeded national standard, and that these all have been tested, authenticated and certificated by the national supervising and inspecting center for labour protection articles and shaanxi supervising and inspecting center for textiles quality

    在經營常規面料的基礎上,努於新產品的研發推廣和應用,公司以控股形式擁有義大利劍桿織布機40臺, 180印染加工生產線一條,現已開發出:阻燃防火隔熱系列抗電系列抗油拒水系列防酸堿系列防電磁波輻射系列防塵易去污系列抗菌防臭系列無甲醛免燙系列等。產品的性能指標均已達到或優于國家標準,並由國家勞動保護用品監督中心和陜西省紡織品質量監督中心測試鑒定認可。
  14. Three experimental schemes were taken, including the draining plastic board and pre - compression with stacking load, the draining plastic board and punning, the replacement treat after punning. the deep horizontal movement of soil body, hyperstatic pore water pressure, the ground surface settlements and horizontal movements, dynamic detection and static load experiment were carried out in site

    此次方案研究採用塑料排水板+堆載預壓、塑料排水板+強夯、強夯置換等三種試方案,對土體深層水平位移、超孔隙水壓、地表沉降及地表水平位移、動測和荷載試等進行了現場測試。
  15. A sobel edge operator and an edge detection algorithm based on cp neural network was employed in this thesis, to achieve image processing of target digital images collecting from static explosion test of fragment warhead, and exactly detecting and analyzing of target fragments numbers, and also the ratio of perforation of fragments from the test, through which more accurate tactics performance characters can be obtained for warhead lethality assessment

    本文採用sobel邊緣運算元和一種基於cp神經網路的邊緣測方法,對破片戰斗部爆試后所採集的目標靶板數字圖像進行了圖像處理,實現了對目標靶板破片數量及破片穿透率試統計數據的準確測與分析,為破片戰斗部殺傷威評估提供了較為精確的技戰術指標。
  16. Correlative function method and variable function method are used to calculate the relevant range of soil layer. the limit capacity of bored pile is determined by the cone penetration tests ( cpt ) and the static loading tests and related statistics parameters are also evaluated. considering the effects of group piles, the action effect is calculated by the settlement of pile foundation and the reliability index of single pile as well as group piles is determined by monte - carlo method

    本文選擇臨近場地的四座高層建築地基的全部勘測資料,以沿深度方向的一維平穩高斯隨機場作為樁基土層土性參數的數學模型,利用相關函數法和變異函數法計算土層的相關范圍,由cpt和載試結果綜合確定鉆孔灌注樁的極限承載,進而對相同場地各試樁的承載進行折算后其概率分佈,並估計有關統計參數:考慮群樁效應確定樁基承載,由樁基沉降反算其作用效應,由monte - carlo方法計算單樁及群樁的可靠指標。
  17. Traditional load test is generally accepted as a most directly and reliable method for determining the bearing capacity of piles. because the method need special reaction system, it will take more time and money and require high condition for test field. so it cannot be done randomly and widely, and cannot be done under hardly conditions

    傳統載試是公認的確定單樁承載最直觀、最可靠的方法,但由於必需專門的反系統,試費時、費、費用高昂且對試場地有著極高的要求,也因此不可能做到隨機抽及大量普查;特別是在某些惡劣的條件下,由於空間的限制甚至不可能進行載試
  18. The study objects of the paper are used in different stage of the design process in the design method. it is to say that after the target performance level is selected, the deformation control design method is used as the structural design method ; the static push - over analysis method is used as the structural nonlinear calculation method and the capacity spectrum method is used as the structural performance evaluation method. so the unified structural design method of the performance based aseismic design can be formed and the aseismic performances of the structures can be controlled in every step of the design process

    該方法將本文研究的各方面內容綜合應用於結構設計的不同階段,即在結構選擇了合適的抗震性能等級后,採用結構變形控制抗震設計方法作為結構的設計方法,以結構推覆( pusheseeover )分析方法作為結構的計算分析方法,以結構抗震性能評估的能譜方法作為結構實際抗震性能的評估與算方法,形成統一的結構抗震設計方法,在結構設計的各個階段控制結構的抗震性能,體現基於結構性能的抗震設計理念。
  19. The project is completed in the collaboration of the transportation college of jilin university and transportation science institute in jilin province. the paper mainly studies the characteristics and mechanical performance of small size member of bridge, the problems of concrete dense degree and shear lag effect of wide flange. the static load test and supersonic nondestructive test of four pieces of prestressed i - girder with varying section are carried out in bridge structure laboratory of jilin university

    本文針對橋梁構件局部尺寸較小部位的混凝土密實度問題,進行了2片腹板寬度為14cm , 2片腹板寬度為16cm的變截面預應工字梁的載試和超聲無損測試,提出密實度系數的概念,對試梁的密實度進行定量評定,推導了工字梁的塑性系數公式,基於塑性理論給出了試梁的開裂荷載和極限承載能計算公式,分析了試梁的密實度對其開裂荷載和極限承載能的影響。
  20. In the end, the methods of the static calibration and the rule of transforming forces to movement velocities are studied. the thesis helps to develop virtual body control system test the sensor ' s control functions. the 6 - axis f / t sensor is also proved to be successful in the micromanipulator robot system

    本文的最後部分研究了多維傳感器的態標定方法,建立了從六維信號到被控對象的運動控制之間的對應關系,開發了六維傳感器控制功能的虛擬樣機控制系統,並將六維傳感器用於微操作機器人控制系統中。
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