load characteristic test 中文意思是什麼

load characteristic test 解釋
負載特性試驗
  • load : n 1 裝載，擔子；負擔；工作（負荷）量。2 （車船等的）裝載量；一馱，一車，一飛機。3 【電、機】（機...
  • characteristic : adj 有特性的；表示…特性的，…特有的。 Japan s characteristic art 日本特有的藝術。n 特性，特徵，性...
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  1. No - load characteristic test

    空載特性試驗
  2. Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed

    在對密肋復合墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的基礎上，對典型組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響，得出其變化規律。
  3. Roofing. fasteners. determination of the characteristic resistance of the assembly. test method to determine the pull - out load of fixings out of insulating material or sealing coating from the frame

    屋面.緊固件.組件抗性的測定.測定嵌固件從框架絕緣材料或密封塗層拉拔力載荷的試驗方法
  4. Roofing and wall cladding. fasteners. determination of the characteristic resitance of the assembly. test method to determine pull - out load of fasteners in crow or valley fixing out of their subconstruction

    屋面和墻壁覆面.緊固件.組件抗性測定.拱頂和屋面排水溝安裝的緊固件從基底拉出的拉拔負荷的測定試驗方法
  5. Various new types of pile pattern have emerged in recent years. self - expanded diving casing cast - in - site pile is one of them. in this paper, the recent development of single pile and self - expanded pile is introduced ; the design of pile pattern and technology of self - expanded pile construction is summarized ; base on field test results of self - expanded pile, the load transmission characteristic and load transfer mechanic of self - expanded pile are studied

    本文具體介紹了單樁和擴底樁的研究現狀及存在的問題，總結了自擴式沉管灌注樁的樁型設計和施工工藝要點；通過對自擴式沉管灌注樁的現場試驗測試結果，研究了自擴樁的荷載傳遞特性和受力機理，並同普通灌注樁進行了比較。
  6. Former true triaxial test research have been lack of the completely study on soil anisotropic deformation characteristic on condition that load in each of the tree principal stress direction because of their different research purpose

    由於研究目的不同，以往真三軸試驗研究中缺乏針對三主應力單向加荷時的土體各向異性變形特性較全面的研究。
  7. Secondly, true taixial test by load in three different principal stress direction for study on soil anisotropic deformation characteristic are processed. lateral deformation relative to load direction, lateral deformation relative to lateral direction and the stess - strain relationship in load direction are analyzed, and soil anisotropic deformation characteristic on the three aspects of elastic ratio, poisson " s ratio and the property of compliment matrix are completely analyzed too

    其次，為揭示土體各向異性變形特性，有針對性進行了三主應力分別單向加荷的真三軸試驗研究，分析相對于加荷向的側向變形、互為側向的側向變形、不同主應力加荷向的應力應變關系各向異性性狀。
  8. Roofing. fasteners. determination of the characteristic resistance of the assembly. corrugated fibre ciment. test method to determine pull - over load

    屋面.緊固定.組件抗性測定.波紋纖維水泥.拉力過載荷測定的試驗方法
  9. Roofing - determination of the characteristic resistance of the assembly - test method to determine the pull - out load of fixings out of insulating material or sealing coating from the frame

    屋頂.耐安裝特性的測定.框架絕緣材料或封裝塗層外的部件拉出力測定的試驗方法
  10. Roofing and wall cladding - determination of the characteristic resistance of the assembly - test method to determine pull - out load of fasteners in crown or valley fixing out of their subconstruction

    屋頂和墻面覆蓋層.耐安裝特性的測定.固定在拱頂或屋谷下層結構之外的緊固件的拉出力測定的試驗方法
  11. Roofing and wall cladding - determination of the characteristic resistance of the assembly - test method to determine the pull - out load of the plates assembly from the subconstruction for plates made from steel or aluminium

    屋頂和墻面覆蓋層.耐安裝特性的測定.鋼制或鋁制板材用的板材組件從下層結構中抽出的負載測定的試驗方法
  12. Roofing and wall cladding. fasteners. determination of the characteristic resistance of the assembly. test method to determine the pull - out load of the plates assembly from the subconstruction for plates made from steel or aluminium

    屋面和墻壁覆面.緊固件.組件抗性的測定.測定部件結構平板組件拉拔載荷的試驗方法用於鋼或鋁制平板
  13. Test results indicate that the developed ship hull cleaning robot has the characteristic of strong holding load, smooth and steady movement, adjustable speed, strong anti - topple capability and good deviation - rectifying. performance index of robot is in accordance with the design specifications

    試驗結果表明，研製的船體表面清刷機器人具有負重能力強、移動平穩、速度可調、以及抗傾覆和糾偏能力強等特點，各項性能指標達到了設計要求。
  14. The forecasting results illuminated that the chief effect to deformation is the total load and the following is effect time, so the test rock has evident rheological characteristic

    結果表明該巖石的變形最主要的影響因素是總荷載，其次是持續時間，這表明該巖石具有明顯的流變效應。
  15. In order to fully develop the theory of squeezed branch piles, in particular, the justification of its superior performance in terms of the bearing capacity and sinking displacement, we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile, together with the analysis of on - site testing data, we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account, we have find the a branch force under certain hole pressures, hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments, regenerating the distributions of stress fields and strain fields of squeezed branch piles, and from those distributions, we can determine the optimal distances between plates and piles

    為了完善支盤樁的設計理論，探求支盤樁高承載力和低沉降量的內涵，本文推導出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式；基於已有的靜載試驗成果及有關擴底樁的研究成果，從對現場測試數據的分析，將球形孔擴張理論引入到支盤樁擴孔時徑向應力的計算，考慮到擴孔時的油壓數據，求得某一孔壓下的支盤力，據此估算單樁極限承載力；同時根據對支盤樁的受力特點和試樁數據的分析，提出了支盤樁承載力計算的經驗公式；用有限元分析的方法，利用大型有限元分析軟體ansys對支盤樁進行數值模擬，並將模擬結果同現場的靜載試驗結果進行對比，再現了支盤樁在荷載作用下土中應力場和位移場的變化，根據應力場和位移場的變化范圍，指出最佳盤間距和樁間距；為支盤樁的設計和施工提供了一個可量化的設計依據。
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