limit tests 中文意思是什麼
limit tests
解釋
限度檢查-
Based on tests of nine 1 / 2 - scaled model slabs under vertical loads, the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads. 2. based on aseismic tests, the paper put forward a model of concrete frame, silica brick and a combination of the two, proposed that the silica brick works as a 45 compression bar, analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
通過對墻板模型的抗震性能試驗研究，建立了由鋼筋混凝土框格、砌塊以及兩者協同作用三個部分組成的承載力極限狀態下的理論簡化計算模型；提出了墻板中填充塊等效斜壓桿寬度按45度計算的統一量化標準；分析了影響墻板承載力的主要影響因素，給出了表達墻板框格層數和跨數不同的斜截面承載力實用設計計算公式。 -
Automated limit tests and one - button measurement setups for fast, easy operation
自動限制測試和單鍵量測設定，提供快速而容易的操作 -
Automated limit tests and one - button measurement setups for fast, easy operation onboard digital signal processing speeds measurements
板上數位信號處理，可提高量測的速度。 -
They should be kept away form fire, warm air and sunlight. the product storage life is one year. if the products are out of the storage limit, another tests should be done, and then the qualified products still can be used
本產品不宜受潮和受熱，應儲存在乾燥通風的倉庫中，不得靠近火源暖氣片或受陽光的曝曬，儲存期從製造之日起為壹年，超過儲存期，按性能指標要求檢驗合格的仍可繼續使用。 -
Measured results from in - site loading tests in tannin harbor and from in - door model tests were compared with predictions from the limit equilibrium methods. a method of estimating the bearing capacity for inhomogeneous medium was suggested to meet every case ; 4. according to the results from model tests, the elastoplastic fem were performed to study the procession of the change of the stress and strain in inhomogeneous medium and to simulate the procession of the forming of the failure surface during loading, and the failure mechanism was studied ; 5
4 、結合模型試驗結果，確定出了符合非均質介質規律的彈塑性模式，在此基礎上分別運用二維、三維彈塑性有限元程序，模擬出了外荷載作用過程中非均質介質內部應力、變形以及破壞面的發展過程，分析得出了非均質介質地基的破壞機理； 5 、在港口工程地基設計當中，已經引入了可靠度理論計算分析基礎穩定性。 -
Have not been convicted of section 36 causing death by dangerous driving, section 39 driving a motor vehicle under the influence of drink or drugs, section 39a driving, attempting to drive or being in charge of a motor vehicle with alcohol concentration above prescribed limit, section 39b screening breath tests and section 39c provision of specimens for analysis of the road traffic ordinance cap. 374 during the 5 years preceding the application
在過去五年並無觸犯道路交通條例（第374章）第36條（危險駕駛引致他人死亡） 、第39條（在酒類或藥物影響下駕駛汽車） 、第39a條（在體內酒精濃度超過訂明限制的情況下駕駛、企圖駕駛或掌管汽車） 、第39b條（檢查呼氣測試）或第39c條（提供樣本以作分析）所訂罪行而被裁定罪名成立。 -
Have not been convicted of section 36 ( causing death by dangerous driving ), section 39 ( driving a motor vehicle under the influence of drink or drugs ), section 39a ( driving, attempting to drive or being in charge of a motor vehicle with alcohol concentration above prescribed limit ), section 39b ( screening breath tests ) and section 39c ( provision of specimens for analysis ) of the road traffic ordinance ( cap. 374 ) during the 5 years preceding the application
在過去五年並無觸犯道路交通條例（第374章）第36條（危險駕駛引致他人死亡） 、第39條（在酒類或藥物影響下駕駛汽車） 、第39a條（在體內酒精濃度超過訂明限制的情況下駕駛、企圖駕駛或掌管汽車） 、第39b條（檢查呼氣測試）或第39c條（提供樣本以作分析）所訂罪行而被裁定罪名成立。 -
Both static and cyclic load tests are conducted for a same size specimen. the purpose is to find the effect on shear strength from different height - width ratio, and to get the shear resistance limit by static and cyclic loading. according to test results, the improvement suggestions for the wall details and design are presented in this paper
同樣尺寸的二個試件分別在頂端進行水平單調加載和水平方向低周往復加載抗剪試驗一次，試驗目的是測試墻體的不同高寬比對抗剪強度的影響以及墻體在單調加載及低周反復加載兩種情況下的抗剪強度pu並做出比較，從而對墻體構造及設計提出改進建議。 -
Additional breath, blood or urine tests are mandatory if the screening result indicates a level above the prescribed limit
如檢驗結果高於法定的含酒精度上限，可要求進行額外的呼氣血液或尿液檢驗。 -
Press tests which provide the lost of institutions in the worst - case scenarios and the solutions to limit the losses, is one of the most excellent researches
因此在後來的研究中，許多學者致力於尋找更好的風險衡量標準或工具。在這個過程中，壓力測試成為其中一個亮點。 -
Based on the tests, the advised formula of normal section bearing capacity and inclined section bearing capacity of high strengthen concrete frame columns are put forward, and the limit of axial compressive ratio and the minimum stirrup ratio in the encrypted region which meet ductility requirement to c60 concrete frame columns are given
在試驗研究的基礎上，提出高強混凝土框架柱正截面和斜截面承載力計算的建議公式，且給出了滿足延性要求的c60混凝土框架柱軸壓比限值和箍筋加密區箍筋的最小體積配箍率。 -
The long period cyclic tests of four specimens near to sufficient dimension made by the master cao yunfeng prove that the reinforcement arrangement scheme can obtain favorable displacement ductility and plastic energy dissipation capacity for the coupling beams with the small aspect ratio of 1. 0. to go deep into the research further, this thesis concentrates on the two aspects following : ( 1 ) the author of this thesis carries out the long period cyclic test of five specimens near to sufficient dimension to further verify : 1 ) the probability that the upper limit of shear - resistant ability increases to vu = 0. 2fcbh0 or higher
0的位移延性，且耗能能力良好:在跨高比為0 . 8一1 . 25的范圍內，連梁都依然保持上述良好性能;配筋比例應以對角斜筋為主，一組「 l 」形斜筋用量與單向對角斜筋用量的比值宜控制在0 . 35一0 . 55的范圍內;通過對曹雲峰的試驗與本文試驗的綜合分析，表明cz于c45的混凝土強度等級都是可用的，未發現混凝土強度在這一范圍內偏高或偏低時可能帶來什麼不利影響。 -
( 2 ) 3d - fem analysis for the load - bearing capacity of the stud connector as the prevailing method to determine the shear rigidity and the limit load - bearing capacity of the shear connector is the push test, which is time consuming and laborious, in this thesis the push tesi specimen of the stud connector is simulated through the non - linear analysis module of the msc / nastran and the numerical analysis results are in good coherence with that of the practicality lev ; as a result, the shear rigidity and the limit load - bearing capacity of the stud connector can be determined by the finite element method and only a few practicality verification tests
（ 2 ）栓釘型剪力鍵承載力的3d - fem分析針對當前剪力鍵一般通過費時費力的推頂試驗來確定抗剪剛度和極限承載力的狀況，本文利用msc nastran非線性模塊實現了對栓釘剪力鍵推頂試樣的數值模擬分析，數值計算結果與試驗結果能夠很好吻合。這使得通過有限元方法的模擬和少量實物試驗的驗證，就能確定栓釘剪力鍵的剪切剛度和極限承載力，可以大大節省時間和經費。 -
The air pollutants measured included nitrogen dioxide, sulphur dioxide, carbon dioxide and carbon monoxide, and hong kong s one - hour air quality objectives were adopted as the standards for the tests in order to safeguard passengers health. to protect the health of the employees, the occupational exposure limit - time weighted average ( oel - twa ) and the occupational exposure limit - short - term exposure limit ( oel - stel ) were adopted as the standards for the tests
檢測的空氣污染物包括二氧化氮、二氧化硫、二氧化碳和一氧化碳，並且以一小時香港空氣質素指標為檢測標準，保障乘客的健康；以及以勞工處的職業?生標準之時間加權平均值（ oel - twa ）和短暫暴露限值（ oel - stel ）為檢測標準，以確保員工的健康。 -
Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis
承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。 -
The indoors tests of compaction, liquid and plastic limit, strength, permeability and compres - sion are done, including cement - improved - soil, lime - improved - soil, lime - fly ash - improved soil. the correctness and rationality of mixing proportion is proved according to the site of qin - shen quick - speed railway. and the construction technics of each improved soil are summarized
最後結合秦沈客運專線的施工，驗證了各摻入料配合比的正確性、合理性，歸納總結了各改良土的施工工藝、關鍵工序、質量保證措施，為今後高速鐵路路基填料的改良積累了一些資料。 -
There is no age limit, upper or lower, except for young learners english tests
除了劍橋少兒英語考試以外其他考試沒有年齡限制。 -
A process used to determine if data are inaccurate, incomplete, or unreasonable. note : data validation may include format checks, completeness checks, check key tests, reasonableness checks and limit checks
一種處理過程，用於確定數據是否不精確、不完整或不合理。注：數據證實可包括格式檢驗、完整性檢驗、檢驗鍵測試、合理性檢驗和范圍檢驗。 -
In calculation analysis, computation procedure will be used to calculate the single pile extreme limit bearing power. comparison analysis will be made on the single pile extreme limit bearing power between which tests get and which formulas compute, and analysis will be made on their differences and the cause of them
在計算分析方面，該部分用前面得出的公式計算出的單樁極限承載力與用有限元程序計算出來的數據進行對比，以及與載荷試驗得出的單樁極限承載力進行比較，分析它們之間的差別以及造成的原因。 -
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和靜載試驗結果綜合確定鉆孔灌注樁的極限承載力，進而對相同場地各試樁的承載力進行折算后檢驗其概率分佈，並估計有關統計參數：考慮群樁效應確定樁基承載力，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。
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