非同時預應力 的英文怎麼說

中文拼音 [fēitóngshíyùyīnglì]
非同時預應力 英文
no imultaneous prestre ing
  • 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
  • 時 : shí］Ⅰ名1 （比較長的一段時間）time; times; days:當時at that time; in those days; 古時 ancient tim...
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  1. Barrier cracks cannot stop the extending of a fracture, and the strength of the sample is reduced by almost one magnitude because of the existing barrier cracks. there are great differences of ae distribution between specimens with non - penetrate crack and specimens with penetrate crack. as for penetrate crack, ae occurs near the two end of the crack, and for non - penetrate crack, crack, ae occurs near the two end of the crack, and for non - penetrate crack, ae occurs near the front edge of crack, which can be explained well by the theory of 3 - d fracture ; ae distribution near the outer part of collinear crack is similar with that of the end of penetrate crack, and inner part of collinear cracks will run - through with high loads

    關于預制裂紋系對巖石破裂的影響，集中討論了：空障礙體構造不能阻止主裂紋的擴展，反而會使巖石的破裂強度降低近一個量級；由於構造的不同，非穿透切口樣品和穿透切口樣品的聲發射空間分佈特點有本質區別，穿透切口樣品的微破裂在切口兩端發育，而非穿透切口樣品的微破裂在切口兩端之間切口前緣處發育，這用三維破裂理論可以很好地解釋；含共線構造的巖石，裂紋外端的聲發射分佈與單裂紋構造中裂紋端部的聲發射分佈相似，裂紋內端聲發射有密集分佈，在應力達到一定水平時，內端部發生錯斷，而不是貫通。
  2. Though not in line with the present laws and policies concerning real estate, many of the conclusions in this thesis result from the writer ' s long years of study and practice. these conclusions are as follows. law should not put a restriction to the assignment of the right to the use of land ; acceptance terms in the commercial housing advance sales are parts of its contract and are legally binding on the signatory parties ; the system should be set up to permit the assignment of collective ownership of land and the compensated use of curtilage in rural area ; law should permit the selling of rural houses to non - agricultural population ; the bona fide acquistio n should be applicable in china ; by analyzing the leagal theory and relevant cases concerning the dual purchase and sale of real estate, it is held that while stressing the power of registration, laws should protect the interest of the well - meaning party who faultlessly fails to register, and individuals should be regarded as the subject in the exclusive selling contract of commercial housing

    本文是筆者長期工作實踐和精心研究的成果，許多見解與現行房地產法律、法規不一致，本文主要的創造性成果和新見解概括如下：法律不應當對土地使用權轉讓條件加以限制；預售商品房廣告承諾是商品房預售合同的組成部分並具有法律約束力；建立集體土地使用權轉讓制度和宅基地有償使用制度，許可農村房屋出賣給非農業人口，促進農村房地產業的發展；我國應適用不動產善意取得制度；通過對房屋雙重買賣法律問題的理論和相關案例分析，認為在強調登記效力的同時，應注意對善意一方當事人非因其過錯而未進行登記情況下的利益保護；個人應當成為商品房包銷合同的主體。
  3. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論，運用橋梁結構非線性地震響應分析程序nba （ theprogramofnonlinear ? aseismicanalysisforbeambridge ）進行計算；通過收集大量的實橋設計資料，經分析計算，歸納總結出計算上下部結構相對位移的簡便計算方法；並綜合國內外的經驗值，提出梁的支承長度se的設計原則；同時運用動力學突加荷載的原理，推導分析了預應力鋼絞線式（鋼棒連接式）落梁防止裝置設計承載力的計算方法和設計伸長量s _ f的取值；最後本文通過實橋計算，說明了落梁防止系統設計的方法。
  4. In engineering construction, the unbonded tendons can be laid within moulding board like non - prestressed steel according to the designing requirements and can be tensioned and anchored when the concrete reaches designing strength

    在施工時，無粘結筋可如同非預應力鋼筋一樣，按設計要求鋪放在模板內，待混凝土達到設計強度要求后，再張拉錨固。
  5. Based on unified strength theory, the boundary line equation of surrounding rock mass plastic zone under non - uniform stress field was deduced, and it can be used to pre - estimate the dimensions and shapes of underground tunnel ' s plastic zone with different coefficients of horizontal pressure

    摘要基於統一強度理論，推導出非均勻應力場的巷道圍巖塑性區邊界線方程式，可用於預測不同側壓系數時地下深埋隧洞的塑性區大小及形狀。
  6. Then the area of ordinary steel bar may be calculated with the equation of ultimate bending capacity on normal sections and structures in detail. the method avoids the problems of the secondary internal force produced by the prestress and the troublesome " passive design ". the method makes design more simple, reasonable and economical, the new design mode of prestressed concrete structures in statically indeterminate structures is improved

    該方法以預應力混凝土結構中所有預應力混凝土構件同時滿足兩類極限狀態為設計原則，從整體上考慮了以結構中每一預應力混凝土構件滿足使用性能為要求聯立方程，確定預應力筋，再利用正截面承載力計算公式和構造要求確定非預應力筋。
  7. The steady of grottoes attacked by earthquake is analyzed with the engineering soft named adina, in order to show where the weak parts of grottoes are and time - history curves of the horizontal displacement of the easily damaged nodes and time - history curves of first and third principal stress of the easily damaged elements

    （ 3 ）以大型adina有限元分析軟體為基礎，編制了預應力錨索材料的非線性有限元計算程序模塊，研究石窟在地震作用下的穩定性問題。選取能代表石窟整體結構的三個不同剖面作為有限元計算模型，並採用不同工程特性的地震動加速度時程作為荷載輸入。
  8. The researches on the stability of compound soil nailing show that it is important to determine the safety coefficient and the most dangerous slipped layer of soil slope retained by compound soil nailing in the stability analysis of compound soil nailing. water, prestressed anchor and cement - soil retaining wall and front small - piles in the compound soil nailing system have a great influence on the stability of the whole compound soil nailing system. the front small - piles in the compound soil nailing system can improve the stability of the soil slope

    復合土釘穩定性分析表明，復合土釘支護時土坡穩定的安全系數和最危險滑裂面的確定對于穩定性分析非常重要；土體內水對土體穩定性有很大的影響作用；設置超前微樁后，能增加基坑邊壁的穩定性；增設深層攪拌樁后，邊壁抗傾覆、抗滑移安全系數增大，同時面層強度的增加更有利於復合土釘支護體系內其它組件間的相互作用；增設預應力錨桿（錨索）和預應力土釘，對于控制基坑邊壁位移有重要作用，可明顯提高滑移面上土體的抗滑力。
  9. The finings are elaborated as the following : the stress level of teachers is moderate generally, however, further research shows that they are suffering more work stress ; they often use adaptation coping styles and sometimes these coping styles could be utilized beyond stress situations ; coping with the negative stress, they tend to adopt maladaptive coping ways ; they inclines to synthetically apply various ways and lay particular emphasis on each coping strategies under diverse contexts ; teachers from different background in different situations show that there are significant differences in different coping ways ; teacher " s general self - efficacy, social support, subjective stress and gender have different significantly predictive effects on different coping styles, and they might have more significantly predictive effects on certain type coping ways

    研究結果表明：中小學教師總體壓力水平為中等，但承受著較大的工作壓力；中小學教師普遍採用適應性應對方式並具有一定的跨情境性，但在應對負性壓力時，傾向于採用非適應性應對方式；在應對各種壓力情境時，傾向于聯合使用幾種應對方式並各有所側重；不同壓力情境下，不同人口學特徵的教師在不同應對方式上存在顯著性差異；一般自我效能感、社會支持、主觀壓力、性別對不同的應對方式具有不同的預測作用，他們可能分別對某種類型的應對方式更具重要性。
  10. A study and experiment on severe rainfall with numerical weather forecast in ningxia using geostationary meteorological satellite infrared data in order to improve the ability of torrent rainfall forecast in ningxia, which locates in northwest of china with an arid climate, the relationship between geostationary meteorological satellite infrared data and summer hourly precipitation in ningxia was analyzed, the geostationary meteorological satellite infrared data were applied to retrieve the relative humidity at medium and low layers of atmosphere

    強降水預報是中尺度數值預報的難點之一。為了提高數值預報模式對位於中國西北乾旱地區寧夏的強降水預報能力，本文研究了地球同步氣象衛星紅外資料與寧夏夏季逐時降水的關系。應用地球同步氣象衛星紅外資料，通過優選人工神經網路和最優擬合后的非線性回歸這兩種非線性方法，反演了寧夏自地表到300hpa不同層次的相對濕度。
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