load bearing strength 中文意思是什麼

load bearing strength 解釋
承載強度
  • 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...
  • bearing : n 1 忍耐，忍受。2 態度，舉止，風采，姿態。3 關系，影響，方面，聯系 （on; upon）; 意義。4 〈常 pl ...
  • strength : n. 1. 力，力量，體力。2. 強度，濃度；長處；（要塞等的）抵抗力。3. 實力；兵力；全體人數，額定人數，編制。4. 筆力；文勢。5. （證券等的）市價堅挺。6. 〈美俚〉（可能有的）利潤。
  1. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。
  2. Adhesives for load - bearing timber structures - test methods - determination of the effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strength

    承重木結構用膠粘劑.試驗方法.通過溫度和濕度循環試驗測定木纖維酸性腐蝕對橫向拉伸強度的影響
  3. The fem analysis for the three structures of sling screw - thread - based, namely the circle, rectangle and that with strengthen plate, and the tensile test for sling screw - thread - based in torpedo body show, that the bonding with strengthen frp plate between load - bearing metal parts and frp hull with hatch can reduce the stress concentration and significantly decline the local stress in frp hull with hatch. this structure can also be used in the similar produces. ( 3 ) the effects of parameters for bonding process on the adhesive strength and leakproof are discussed, such as the bonding interface reduce, bonding surface treatment, match of adhesive surface, protect for adhesive seam and so on

    本文通過某型號雷體吊耳螺紋座結構的三種方案，即圓形昂耳螺紋座、長方形吊耳螺紋座、具有增強板的吊耳螺紋座的有限元分析及雷體吊耳螺紋座拉力試驗結果證明：金屬承力件與開口玻璃鋼殼體粘接採用玻璃鋼增強板補強，緩和了應力集中，使開口殼體局部應力明顯降低，類似的水下兵器用金屬承力件與開口復合材料殼體膠接均可採用此種結構形式。
  4. According to the load behavior and defection degrees of existed reinforced concrete bridge, the calculating modeles for normal section strength and bearing capacity for reinforced concrete bridge are established by the elasticity analysis and nonlinear analysis of grade stiffness degeneration

    根據既有鋼筋混凝土橋梁的受力特點和損傷程度，採用兩種方法：即《規范》法分析理論和分級剛度退化非線性分析理論，分別建立了既有鋼筋混凝土橋梁正截面強度計算和承載能力評定的計算分析模型。
  5. After the length of the gap increasing to a certain value the load bearing ability and actual shear strength intends to decrease

    研究中還發現間隙所處的位置對接頭的抗剪強度有較大的影響，膠層端部預留間隙使接頭的承載能力和實際強度均顯著下降。
  6. Triangular carrier, herringbone carrier, c type buckle carrier and relevant suspended pleces, bridge pleces are made from galvanized steel. to ensure the level of suspended ceiling all these products. featuring in high strength, have flatness and dead load capacity meeting national standards. u - shape buckle carrier made from aluminum material or colored steel has the advantages such sa easy assembly, strong load bearing capacity and even surface

    三角骨，人字骨， c型條扣板骨及相關吊件，連接件均採用鍍鋅鋼製造，產品強度大，平直度和靜載能力超越國家標準要求，從而確保吊裝的平整性。 u型扣板骨採用鋁質或彩鋼等材料製造，達到裝配簡便，承受力強，表面均衡的效果。
  7. Adhesives for load - bearing timber structures - test methods - part 1 : determination of bond strength in longitudinal tensile shear strength

    承重木構件用粘接材料.試驗方法.第1部分:縱向拉伸剪切強度中粘結強度的測定
  8. Adhesives for load - bearing timber structures - test methods - part 4 : determination of the effects of wood shrinkage on the shear strength ; german version en 302 - 4 : 2004

    承重木結構件用粘接材料.試驗方法.第4部分:測定木材
  9. Adhesives for load - bearing timber structures - test methods - part 1 : determination of bond strength in longitudinal tensile shear strength ; german version en 302 - 1 : 2004

    承重木結構件用粘接材料.試驗方法.第1部分:測定縱向
  10. Thereafter, the fractal dimension value of cracks distribution was presented as an effective index to appraise the corrosion level. relations between fractal dimension and rebar corrosion ratio, concrete deterioration factor and strength of the member were studied respectively. fractal nn model was also built up to predict the ultimate load bearing capacity of crc members obtained from the field corroded structures, good results are achieved, which could provide an applicable method to evaluate the durability of crc members

    揭示出受腐蝕鋼筋混凝土構件在荷載作用下表面裂縫分佈服從統計意義上的分形，並對其進行了分形描述；提出以裂縫分形維數作為受腐蝕程度的有效衡量指標，首次實現了構件受腐蝕程度的定量描述；建立了裂縫分形維數與鋼筋銹蝕率、混凝土劣化系數、構件承載力之間的定量關系，並建立了分形神經網路模型對實際受腐蝕鋼筋混凝土構件進行了極限承載力的預測，取得了較好的預測效果。
  11. 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:通過對一組靜載試驗樁高低應變動測結果的分析，對高應變法、低應變法檢測單樁承載力的可靠性作出了初步評價，並對動靜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。
  12. Scientists have long known that cartilage gets its strength from interlocking millimetre - long collagen fibres that work in a similar way to the load - bearing steel rods in reinforced concrete

    很久以前科學家就了解軟骨通過將毫米長的膠原纖維進行交聯來獲得強度，這種方式類似於加強型混凝土中負重的鋼柱。
  13. Adhesives for load bearing timber structures - test methods - determination of bond strength in longitudinal tensile shear strength

    承重木結構用膠粘劑.試驗方法.縱向抗拉伸剪切強度中粘結強度的測定
  14. Adhesives for load - bearing timber structures - test methods - part 3 : determination of the effect of acid damage to wood fibres by temperature and humidity cycling on the transverse tensile strength

    承重木結構用粘合劑.試驗方法.第3部分:通過溫度和濕度循環試驗測定木纖維酸性腐蝕對橫向拉伸強度的影響
  15. Adhesives for load - bearing timber structures - test methods - part 4 : determination of the effects of wood shrinkage on the shear strength

    承重木構件用膠粘劑.試驗方法.第4部分:測定木材收縮對剪切強度的影響
  16. Vibration control of high - rise structures is a new school which has quickly developed recent years, whose keystone is to change traditional methods that reinforces the strength of load - bearing structures to resist wind loads and seismical forces, which has used the theory of structures " vibration control in order to inhibiting structures " wind - induced response

    高聳結構振動控制是近幾年才發展起來的新興學科。它的核心問題是利用結構振動控制理論，改變傳統地加強承重結構以抵抗風振或地震的思路，而採用某種控制裝置施加控制力，抑制結構的動力反應，特別是被動控制理論已經發展得比較成熟，且有很多工程實例。
  17. Adhesives for load - bearing timber structures - test methods - determination of the effects of wood shrinkage on the shear strength

    承重木結構用膠粘劑.試驗方法.木材收縮對剪切強度影響的測定
  18. The results show that the compressive strength, splitting tensile strength and flexural strength increase respectively with the addition of steel fibers, but the compressive strength increases little compared with the splitting tensile strength and flexural strength ; for the same kind of steel fiber reinforced concrete, the compressive strength, splitting tensile strength and flexural strength of steel fiber reinforced regenerated concrete are higher than those of steel fiber reinforced pebble concrete ; the load - bearing capacity of blended steel fiber reinforced concrete is less than that of single dimension steel fiber reinforced concrete ; the use of steel fiber reinforced regenerated concrete whose aggregate is made of regenerated concrete can not only turn waste into treasure, but also reduce environmental pollution and realize the recycle of resources, and its load - bearing capacity is far higher than that of steel

    結果顯示:由於鋼纖維的加入，混凝土的抗壓強度、劈裂強度和彎曲強度都有不同程度的提高，但抗壓強度不及劈裂強度和彎曲強度提高顯著;對于同種鋼纖維混凝土，鋼纖維再生混凝土的抗壓強度、劈裂強度和彎曲強度比鋼纖維卵石混凝土的相應強度大;混雜尺寸鋼纖維混凝土的承載能力不如單一尺寸鋼纖維混凝土的承載能力;以再生混凝土作為基體的鋼纖維再生混凝土不僅可以「變廢為寶」 ，減少環境污染，實現資源的重復利用，而且其承載能力比鋼纖維卵石混凝土高很多。 3 .總結出鋼纖維混凝土抗拉強度和彎拉強度關系的計算公式。
  19. Which has high strength, good ductility, impact bearing, erode - bearing, besides, its linear expanding coefficient is almost equivalent to concrete, and it has excellent performance - price ratio etc. this paper is related to 8 rc - poles wrapped by gfrp ( sgfw430 ) and rc - poles are compressed axially, in order to analyze the influence of different stick layer over the pole ' s work performance and the influence between three type axial compress ratio ( 0, 0. 8, 1. 1 ) with one layer gfrp with the contrast poles about limit load - bearing capability, failure state, ductility, section stiffness, restrict losing owing to stress - difference

    其具有強度高，延性好；抗沖擊、耐腐蝕；線膨脹系數與混凝土接近；性能價格比高等多個特點。本文通過8根外包單向gfrp （ sgfw430 ）的rc組合柱，以及混凝土對比柱在軸心荷載作用下的試驗為基礎，具體詳細地分析柱子在粘貼不同層數的高性能玻璃纖維和在不同的軸壓比（ 0 、 0 . 8 、 1 . 1 ）下粘貼一層的高性能玻璃纖維后混凝土組合柱相對對比柱在極限承載能力、破壞形態、延性、截面剛度、應力差帶來的約束損失等方面的變化情況。
  20. Results from the experiment show that the load bearing ability of the single - lap joint decreases as the length of the gap increase but the actual shear strength is increased in same time

    結果表明，隨著間隙長度的增加，接頭的承載能力趨于減小，但接頭的實際剪切強度卻持續上升；當間隙長度繼續增加時，接頭的實際強度趨于下降。
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