strength deformation characteristics 中文意思是什麼

strength deformation characteristics 解釋
強度變形特性
  • 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。
  • deformation : 變形,走樣
  • characteristics : 產品性能描述
  1. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀,針對建築抗震設計規范( gb50011 - 2001 )和砌體結構設計規范( gb50003 - 2001 )中墻體抗震驗算公式中的不足之處,通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗,研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等,翼緣墻的存在,主墻抗剪能力可以提高31 ,剛度及變形能力也均有較大提高的結論,墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  2. The aluminum of rubber cot with aluminum bushing and bobbin core is closely combined, it manintains characteristics of rubber cot surface - high resilience, litte deformation, good grip strength, excellent anti - lapups, resultant yarn of high quality and stability

    鋁襯套不處理膠輥的鋁襯與軸芯緊密配合,保持膠輥表面原有特性,回彈性高,變形小,握持力好,具有優異的抗繞性,成紗質量好而穩定。
  3. The frp honeycomb sandwich composite materials that has characteristics of light weight, high strength and easily made - up, is now extensively used in fieldwork. when the fieldwork that was made of frp honeycomb sandwich was shallow buried, the structure deformation and the relation between structure and medium under the explosive loading has been researched at present

    玻璃鋼蜂窩夾芯復合材料以其輕質高強、易於成型和加工等特點,在野戰工事中正得到廣泛地應用,由該材料成型的野戰工事覆土后,並在爆炸荷載的作用下,結構變形以及結構和周圍介質的關系,目前仍在探索和研究中。
  4. By means of a mass of shear strength test of rough cement face of concrete - bedrock, influences of cement face roughness of two mediums on shear strength parameter, shear deformation characteristics, shear failure mechanics are systemically studied. empirical relationship between fractal dimension of cement face roughness and shear strength parameters is established

    通過大量的混凝土?基巖粗糙膠結面抗剪強度試驗,系統研究了兩相介質膠結面粗糙度對其抗剪強度參數值大小、剪切變形特徵、以及剪切破壞機理的影響,建立了膠結面粗糙度分維數與抗剪強度參數之間的經驗關系式。
  5. Strength and deformation characteristics of fractal rock joint

    巖石分形節理的強度和變形特性研究
  6. Lots of tests are carried out for saturated loess ( such as intact loess, disturbed loess ), in the confined compression apparatus, and the routine triaxial apparatus as well as the triaxial apparatus respectively. the characteristics of deformation and strength of saturated structural ko - consolidated loess are obtained by analyzing the result of the texts, especially by comparing with the deformation and strength of saturated disturbed loess

    本文在側限高壓固結儀、常規三軸儀和多功能三軸儀上,分別對原狀飽和結構性k _ 0固結黃土和飽和重塑黃土進行了大量的試驗。通過整理分析各試驗結果,尤其是通過對比飽和重塑黃土的變形和強度特性,得出了飽和結構性k _ 0固結黃土的變形和強度特性。
  7. Because the high pore - water ratio, lower strength, high compression all are the characteristics for the soft foundation. therefore, per - loading technique is usually adopted to get rid of most deformation due to primary and secondary consolidation before construction. even so, the foundation settlement after construction will exist for a long period

    軟粘土路基在外荷載作用下,其沉降一般是比較大,通常在建造前一般會進行較長時間的堆載預壓,以消除大部分固結沉降和次固結沉降,盡管如此,路面的工后沉降仍然會在很長時間內繼續存在。
  8. This thesis focuses on msw ' s compression and shear strength characteristics, settlement and capacity of landfills, static and dynamic stability as well as seismic permanent deformation of landfills

    本文比較系統地研究了填埋場的沉降和容量,城市固體廢棄物的強度特性、填埋場的靜力和動力穩定以及地震永久位移。
  9. The main contents are followed below : ( 1 ) for the aim of knowing the characteristics of main factory building structure frame columns of large - scale thermal power plants, nine high strength concrete frame columns with high axial compression ratio and six slender ordinary strength concrete frame columns with high axial compression ratio were tested under low reversed cyclic horizontal loading for the very first time, and thus the influencing factors of normal section bearing capacity, such as concrete intensity grade, axial compressive ratio, slendemess ratio, the type of stirrups and stirrup ratio, etc, the anti seismic deformation capability of frame columns were acquired

    本文主要研究的內容有: ( 1 )首次針對火電廠主廠房結構框架柱的特點,對9個高軸壓比高強混凝土框架柱和6個高軸壓比普通混凝土框架長柱進行了低周反復水平加載試驗,獲得混凝土等級、軸壓比、長細比、配箍形式及配筋率等對框架柱的抗彎及抗剪承載力、抗震變形能力的影響因素。
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