live load 中文意思是什麼

live load 解釋
【機械工程】動（力）負載，活載荷；工作負載，有效負載。

  • live : vi 1 生存；活著〈現常用 be alive 或 be living〉。2 生活，過日子，過活；做人，處世。3 居住。4 生活...
  • 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...
  1. Quasi permanent value of live load on floor or roof

    樓面屋面活荷載準永久值15
  2. Characteristic value of uniformly distributed live load

    均布活標載標準值14
  3. Characteriseic value of live load on floor or roof

    樓面屋面活荷載標準值14
  4. Combination value of live load on floor or roof

    樓面屋面活荷載組合值15
  5. Equivalent uniformly distributed live load

    等效均布活荷載14
  6. Floor live load ; roof live load

    樓面或屋面上計算用的直接作用
  7. Stress variation research of external tendons under live load in simple beam bridges

    簡支梁橋體外預應力筋受活載作用的應力變化
  8. Statistical analysis of live load on continuous beam bridge of cantilever casting during construction

    懸澆連續梁橋主梁施工活載統計分析
  9. Based on the investigation of typical multistorey and high - rise residential buildings in xi ' an and baotou, a great quantity of residential floor live load data are gathered

    論文以西安和包頭地區多層和中高層典型住宅結構為對象，對典型住宅結構的樓面活荷載進行了調查，收集了大量的住宅樓面活荷載資料。
  10. The increase in nominal stress due to live load, bc, is usually small in comparison with the dead load, oa.

    活載產生的名義應力的增量BC段與恆載產生的名義應力OA段相比一般是很小的。
  11. Construct a static force analysis model by using ansys, so as to calculate the influence line of control internal force of all nodes, and draw a conclusion of the maximum value of control internal force of all nodes under the influence of live load and the bit shift value of internal force of other corresponding member bars, in order to offer correlative data for local node analysis

    利用ansys建立全橋靜力分析模型，計算各節點控制內力的影響線，得出活載作用下各節點控制內力最大值以及與其相對應其他各桿件的內力位移值，為局部節點分析提供相關數據。
  12. 2. the random nature of load construction is analyzed. according to analyze various factors on change of reliability index, casting girder 、 construction live load 、 concrete intensity 、 wind load 、 construction distribution load deviation and basket falling, which influence on construction reliability of rigid frame bridge with high - pier and large - span, are obtained

    2 .研究了各施工荷載的隨機性，通過分析各種影響因素對可靠指標的變化程度，得到已澆梁段、施工分佈活載、混凝土強度、風載和施工荷載偏差以及掛籃跌落等對高墩大跨剛構橋施工期可靠度的影響。
  13. Pressure seal design without live load bonnet ( no spring washers ) : the gasket bolt tightness must be rechecked after operating test pressure and temperature has been achieved

    沒有動負載閥帽的壓力密封結構（沒有彈簧墊圈） ：在工作試驗壓力和溫度達到限制值時，必須重新檢查墊圈螺栓的緊固性。
  14. Then, author introduces geometric nonlinear analysis theory, geometric nonlinear calculation theory during construction period, load position of live load considering geometric nonlinear and calculation theory of worst - case value, static time history theory for vehicle running, geometric nonlinear analysis theory of natural vibration and structural dynamic reaction and so on. all of these theories fit any appointed structure with corresponding programs. so a series of completed analysis approaches that cover all geometric nonlinear factors of bridge structure are formed

    其次，介紹了對任意指定結構的幾何非線性分析原理、施工階段幾何非線性計算原理、考慮幾何非線性的活載加載位置與最不利值的計算原理、車隊行駛靜力時程分析原理、非線性結構的自振特性和結構動力反應分析原理等，其中包含了相應的計算程序模塊的編制方法，形成了一整套考慮橋梁結構所有幾第日頁西南交通大學博士研究生學位論文何非線性因素的橋梁結構分析方法。
  15. But at present, the static performances of the double reticulated domes applied on the different load combination of wind load, snow load, live load, seismic load and dead load are not adequately studied. also the study on the dynamical response under seismic action is not sufficient

    但目前對于這類空間結構在雪載荷、風載荷、恆載荷、活載荷、地震載荷等各種載荷共同作用和各種載荷分佈方式下的靜力性能研究還不充分，特別是對其在地震作用下的動態響應的研究還不足。
  16. Our country ' s characteristic value of live load on residential floor is advanced

    在此基礎上，提出了我國住宅結構樓面活荷載標準值的建議取值。
  17. In the calculations of ultimate bearing capacity, the section of rc beam was divided into the elastic zone and the plastic zone based on the fire temperature field of the beam ' s section, the equivalent - floor - live - load was presented to describe the weakening of the bearing capacity of structure members in fire, the correlation expressions were established

    摘要根據梁截面火災溫度場，將梁截面混凝土分為彈性區和塑性區2部分計算火災場梁極限承載力，並採用等效樓面活荷載描述火災場高溫對梁極限承載力的削弱，推導了相關的計算公式。
  18. In this paper, load effect combination, resisting buoyancy of basement, load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed

    摘要該文探討的是《建築結構荷載規范》中有關荷載效應控制的組合、地下室抗浮、地下室外墻和底板的荷載組合以及消防車等效均布荷載的確定等內容。
  19. The deflection theory is then used to obtain the most unfavorable moment of the structure under live load, and after the preliminary controlling moment of the structure is obtained by superpositioning the dead and live load moment, the moment and hanger forces arc to be adjusted by the internal force equilibrium method to finally obtain the rational hanger forces

    首先用彎矩能量最小原理求出初步索力，然後利用索力得到恆載彎矩，利用撓度理論求出活載作用下結構的最不利彎矩，將恆載與活載彎矩疊加，獲得結構的初步控制彎矩后，採用內力平衡法對彎矩和索力進行調整以得到合理的索力。
  20. The increase in nominal stress due to live load, bc, is usually small in comparison with the dead load, oa

    活載產生的名義應力的增量bc段與恆載產生的名義應力oa段相比一般是很小的。
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