滑移變形 的英文怎麼說

中文拼音 [biànxíng]
滑移變形 英文
slip deformation
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ動詞1. (移動) move; remove; shift 2. (改變; 變動) change; alter Ⅱ名詞(姓氏) a surname
  1. Variation ratio of dimensional after water rinse, ultimate strength, neps and pile, tearing resistance, bursting strength, joint strength, commissure ' s swerve strength, fabric shift ( slip ), ventilate degree, elasticity ( resilient rate / deformation rate ), anti - water permeability ( hydrostatic pressure ), extension and resilience, abrasive resistance, gets wet the nature, hydroscopicity, stock ' s transverse ductility, fire resistance, antistatic

    水洗尺寸化率(縮水) ,斷裂強力,起毛起球,撕破強力,彈子頂破強力,脹破強度接縫強力,縫口脫開程度,紗線性能(脫) ,透氣量,彈性(回復率/率) ,抗滲水性(靜水壓) ,延伸及回復性,耐磨性,沾水性,吸水性,襪子橫向延伸,阻燃性能,抗靜電。
  2. Mechanical model and basic characteristics of toppling displaced mass

    傾倒滑移變形體的基本特徵及力學模型研究
  3. When ct20 alloy was tensioned at 20k, the main deformation mechanism in equiaxed microstructure was the slip of dislocations, and in bimodal microstructure the slip of dislocations and a small amount of twinning and in lamellar microstructure a large amount of twinning

    Ct20合金20k拉伸時,等軸組織主要是位錯的起主導作用,雙態組織除了位錯外還有少量的孿晶產生,片狀組織中則能觀察到數量較多的孿晶。
  4. The content of this thesis, through the deformation destruction process of th e typical nanlidu landslide along the national highway 318, uses the finite unit a nalysis of computation, revealing the elastic, plastic stress and displacement of each joint inside the slide area pointing out the distribution range of the tension stress and the plastic deformation range, computering the stability safety factor of the slide area, gaining the fixed quantity, quota that evaluates the stability of the slide area, revealing the position of the slide area which is most likely to los e its stability, thus, it can provide theoretic proof for the programs which renova te landslides

    本文的研究內容是通過318國道南里渡典型坡的破壞過程,採用有限元計算分析,揭示體內部每個節點上的彈、塑性應力及位,找出拉應力分佈區和塑性區,計算體穩定安全系數,得出衡量體穩定的定量指標,揭示體最可能失穩的部位,從而為坡整治方案提供理論依據。
  5. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力特徵、破壞模式、及模型材料的模量、極限承載力、極限等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其化規律、柱架及榫卯的極限承載力和極限、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根、榫卯、斗?的、復位、耗能減振參數等進行了定量分析。
  6. In view of the engineering practice that retaining wall in the front edge of landslide is only deformed but not destructed completely as a result of the slide of slope, this paper presents a back calculation method of landslide shear strength index considering the residual resistance of retaining wall occurring topple, translation and shear deformation

    摘要針對坡的動僅使其前緣的擋墻發生位,但未使之完全破壞的工程實踐,系統提出了坡前緣的擋墻在發生傾覆、前和剪切三種下,考慮擋墻后對坡的剩餘抗作用進行帶土抗剪強度指標反算的理論和方法。
  7. According to composition and structure feature of jinjiang landslide analysis, the author considers it was a enormous landslide with the characters about multi - period ( total four slides ) and overlaying, its mechanism of deformation failure attributed to a representative sliding - bending mode in the consequent slope, the stability calculation indicates that no matter what the whole landslide would not slide, while, as earthquake intensity reaching or exceeding vi, the first - period landslide which lies to the south of huangjiagou in the front slip mass and the fourth - period landslide which lies to the north of caojialiangzi in the back slip mass will slide

    由金江坡的組成及結構特徵分析可知,邊坡為一多期次(四次動)兼具超覆特徵的巨型坡,其破壞機制屬順層邊坡中比較典型的?彎曲型。穩定性計算表明,坡整體穩定性較好,僅在遭遇度及其以上地震作用的情況下,堆積體前部靠黃家溝以南的第一期坡及靠後部北側曹家梁子的第四期坡堆積體才會失穩;因素敏感性分析表明,坡穩定性對地震(尤以強震)最為敏感。
  8. Columns under axial compression and biaxial bending. in the beginning of the paper, it summarized the history and the actuality of the nonlinear analysis of special - shaped columns and the capability of the sliding of reinforcement anchoring. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered

    本論文主要內容是對鋼筋混凝土異截面雙向壓彎柱(包括l、 t、十字柱)進行非線全過程分析,首先綜述了異柱構件非線性分析以及粘結性能研究的歷史與現狀,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的粘結和混凝土應力?應關系曲線的下降段。
  9. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異截面雙向壓彎柱(包括l、 t、十字柱)進行非線全過程分析,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的錨固和混凝土應力?應關系曲線的下降段,同時考慮到在箍筋加密區箍筋對混凝土的約束影響。
  10. The two models of rigid and elastic piles have been discussed respectively, in which the anchor cable will be regarded as an elastic hinge. under the consideration of deformation harmony of anchor cable with piles bodies and pile bottom conditions, the solutions of the internal forces distribution along piles bodies are presented

    本文分別按剛性樁和彈性樁兩種物理模式,將錨索視為彈性絞支座,利用抗樁和錨索位協調條件,計算出不同樁底條件下抗樁的內力分佈。
  11. Abstract : based on the study on the deformation of largescale toppling rock mass in fushun west open pit, this paper research the features of deformation and failure of the soft rock slope controlled by weak intercalated beds, and its influence on urban industry establishment

    文摘:以撫順西露天礦大規模傾倒滑移變形規律研究為例,探討受軟弱夾層控制的軟巖邊坡破壞規律及其破壞對城市工業設施的影響。
  12. The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone

    根據試驗結果,討論了軸壓比、配箍率、剪跨比等參數對其抗震性能的影響,分析了水平荷載作用時塑性鉸區的彎曲、剪切和縱向鋼筋粘結滑移變形所產生的位在框架柱總水平側中所佔的比例及其化規律。
  13. Based on behavior of joint core under cyclic reversal load, according to actual measurement load - displacement hysteresis loops, slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests, the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper

    本文以節點的受力特性及規律為基礎,基於若干樑柱組合體低周交加載試驗的實測節點恢復力滯回曲線以及從中分離出來的貫穿節點的梁筋滑移變形結果、節點剪切結果,分析總結得到有一定代表性的梁端剪力與貫穿節點梁筋之間和梁端剪力與節點剪切之間的滯回關系模型。
  14. Deformation mechanism and control of mining - induced toppling - displacement

    采礦引起的傾倒滑移變形機理及其控制
  15. Where, joint deformation contain slip of longitudinal reinforcement passing through joint and shear deformation of joint

    其中,節點區包括貫穿節點梁筋的滑移變形和節點剪切
  16. ( 5 ) rock mass stability analysis on dam abutment of xia luo - yu damsite as follows : in left dam abutment, sideslip control structure has been relatively integrate, and low dip angle jointing did n ' t develop, so integrate sliding deformation control structure could n ' t been formed in three - dimensional space and rock mass stability could n ' t been influenced badly ; in right dam abutment, indicate rock mass distortion was caused by the rock mass mechanics condition, such as specific rock mass structure, compression stress concentrate with high strength and especial landform and so on

    ( 5 )對下落魚壩址壩肩巖體穩定問題的分析得出:左壩肩巖體雖然具有相對較完整的側控制結構,但由於緩傾角節理不發育,故在三維空間上不能成完整的滑移變形控制結構,亦不會對壩肩巖體穩定性產生嚴重影響:右壩肩巖體復雜,是在特定的巖體結構、高強度的壓應力集中及特殊的地等不可或缺的巖體力學條件下產生的。
  17. Considering the joint core deformation effect, the existing cantilever program was assembled with the slip deformation model of longitudinal reinforcement passing through joint and the shear deformation model of joint to obtain the program for simulation of hysteretic characteristics of beam - column subassemblage

    本文考慮節點區的影響,為原有程序組裝了節點區貫穿節點梁筋的滑移變形模型和節點剪切模型,得到樑柱組合體在低周交加載下的梁端荷載-位滯回規律模擬程序。
  18. On the basis of displacement - time series of the slope, a nonlinear dynamic model is set up according to backus generalized linear inversion theory in this paper. due to the equivalence beween autonomous gradient system and catastrophe model, a standard cusp catastrophe model can be obtained through variable substitution. the method is used in analysis of displacement data of huangci landslide and wolongsi landslide and in understanding how slopes evolve before sliding. the result shows that the nonlinear dynamic model can make satisfactory prediction result. is it most important that there is a sudden fall of d, which indicates the occurrence of catastrophe ( when d = 0 )

    研究表明,失穩過程具有混沌和分維特性,可以用分理論來研究坡預測問題,基於對任一連續函數,至少在較小的鄰域內可以用多項式任意逼近的數學理論,運用改進的backus廣義線性反演理論,以斜坡位時間序列為基礎,反演了斜坡演化的非線性動力學模型。並利用自治梯度系統與突模型的等價性,通過量代換得到標準的尖點突模型。
  19. By means of the numerical subarea regulation of the change of displacement of xietan landslide, the general rules of the selection of deformation monitoring profiles are put forward

    藉助水庫型坡位化敏感程度數值分區規律,提出三峽庫區水庫型監測剖面選取的一般原則。
  20. If the middle - below slope loses stability, the above slope will produce stress looseness and regulation, and bring slope deformation to top extending. it loses stability in tractive slippage model

    在中下部體失穩后,上部體一定范圍內將產生應力鬆弛和調整,引起向上擴展延伸,表現為牽引式失穩模式。
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