例句與造句

1. Non elastic resistance
   非彈性阻力
2. Integrate the use of progressive elastic resistance for strength training with exercise balls , fitness steps and stability trainers
   可配合運(yùn)動(dòng)球、平衡訓(xùn)練器等作進(jìn)階的綜合伸展鍛練。
3. Besides , this paper adopts the random finite element method , uses geometric and physical mechanical parameters that are relevant to lining weight of surrounding rock , coefficient of lateral pressure , height or buried depth of vertical loading , elastic resistance coefficients of surrounding rock , elastic modulus of support structure , unit weight of concrete , thickness of the structure as well as torsional strength and compression strength of concrete and etc . , as random variables , applies the monte - carlo method to sampling by computer , preliminarily evaluates the reliability of bearing capacity and stability of molded concrete lining of the xuefeng mountain tunnel , and obtains the related displacement of the lining , mean value and variance of internal force , and computed the reliability index of lining structures
   此外，本文采用隨機(jī)有限元方法，將圍巖容重、側(cè)壓力系數(shù)、垂直荷載高度或埋深、圍巖的彈性抗力系數(shù)、支護(hù)結(jié)構(gòu)的彈性模量、混凝土容重、結(jié)構(gòu)的厚度以及混凝土的抗扭與抗壓強(qiáng)度等與襯砌結(jié)構(gòu)有關(guān)的幾何與物理力學(xué)參數(shù)作為隨機(jī)變量，應(yīng)用蒙特卡洛理論進(jìn)行計(jì)算機(jī)隨機(jī)取樣，對(duì)雪峰山隧道模注混凝土襯砌的承載力與穩(wěn)定性的可靠度進(jìn)行了初步評(píng)估，得出了襯砌的相關(guān)位移與內(nèi)力的均值和方差，并計(jì)算出了相應(yīng)的襯砌結(jié)構(gòu)可靠指標(biāo)。
4. This paper , in allusion to damage of expansion joint of bridge , introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge , and establishes model of general structure finite element of this bridge , and in details analyses its qualities of stress . the model considers the interaction of superstructure - substructure - soil . resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising , but active soil pressure when dropping . analysis of qualities stress of bridge includes of action of dead load , car load , temperature load of season character . taking an 100m length pc semi - integral abutment jointless bridge as instance , the paper establishes the model of plane frame by applying large common software - anasys , and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge . at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established , and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading , and controlling factor of design and constitution are generalized . in conclusion , for semi - integral abutment jointless bridge , on one hand shear , moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge , and integral stifmess of structure is increased and damage of expansion joint is eliminated , on the other hand there is axis force in main beam , shear and moment of substructure are bigger than that of joint bridge . in all this type of jointless bridge has rational stress and is worth of application and popularization
   半整體式橋臺(tái)無(wú)縫橋梁計(jì)算模型考慮了上部結(jié)構(gòu)-下部結(jié)構(gòu)-土的共同作用；臺(tái)后土抗力升溫時(shí)采用靜止土壓力加彈性土抗力，降溫時(shí)采用主動(dòng)土壓力；分析橋梁受力性能時(shí)考慮了結(jié)構(gòu)自重、車輛荷載和季節(jié)性溫變荷載的作用。以一座橋長(zhǎng)100mpc半整體式橋臺(tái)無(wú)縫橋梁為實(shí)例，采用大型通用軟件ansys建立平面框架模型，進(jìn)行彈性、大變形分析，模擬全橋受力和變形特點(diǎn)；同時(shí)建立與此對(duì)應(yīng)的有伸縮縫橋梁和整體式橋臺(tái)無(wú)縫橋梁有限元模型，通過三種橋型同步加載對(duì)比分析，研究半整體式橋臺(tái)無(wú)縫橋梁獨(dú)特的受力特點(diǎn)和結(jié)構(gòu)性能，總結(jié)其設(shè)計(jì)控制因素和構(gòu)造要求。通過本文研究知：半整體式橋臺(tái)無(wú)縫橋梁主梁的剪力、彎矩、撓度和下部結(jié)構(gòu)的軸力與梁式橋相近，結(jié)構(gòu)整體剛度增大，并除去了伸縮縫病害；但主梁增加了軸力，下部結(jié)構(gòu)剪力、彎矩較梁式橋大；綜合分析是一種受力合理有實(shí)踐和推廣價(jià)值的橋型。
5. It's difficult to find elastic resistance in a sentence. 用elastic resistance造句挺難的