reverse load造句
例句與造句
- Standard test methods for cyclic reversed load test for shear resistance of walls for buildings
建筑物墻體耐剪切性的循環(huán) - The studies of the anchorage performances of steel column bases under uniaxial reversed loads are carried out through tests and theory
為此本文進(jìn)行了單向重復(fù)加載下的鋼筋混凝土承臺-鋼柱腳試件錨固性能試驗(yàn)研究和理論分析。 - It is designed a contrast experiment on two sets of two - span and two - story rc frames under low cycle reversed loading , one frame has construction joints while the other has not
摘要對一組留置施工縫，一組未留置施工縫的兩組單榀兩層兩跨框架結(jié)構(gòu)進(jìn)行了低周反復(fù)荷載作用下的試驗(yàn)研究，對兩組框架的滯回性能、延性、剛度退化等性能作了深入的分析。 - Secondly , the specific configuration and functioning principle of shape memory alloys re - centring damper is introduced . the mechanical property of damper under static reversed loading is analyzed by program , and the hysteretic curve is obtained
其次，簡述了形狀記憶合金自復(fù)位阻尼器的構(gòu)造形式和工作原理，編制計(jì)算機(jī)程序并對阻尼器在靜力循環(huán)荷載下的力學(xué)性能進(jìn)行了分析，得出其滯回曲線。 - In this paper , the mechanics behavior of the src column and steel beam joints is studied . the tests of the src column and steel beam joints under the cyclic reversed loading are carried out , which are analyzed by the ansys 3d nonlinear finite element program
本文主要研究勁性柱?鋼梁節(jié)點(diǎn)的受力性能，對勁性柱?鋼梁節(jié)點(diǎn)進(jìn)行低周反復(fù)加載試驗(yàn)研究，同時(shí)用ansys三維有限元非線性分析軟件進(jìn)行計(jì)算機(jī)模擬。 - It's difficult to find reverse load in a sentence. 用reverse load造句挺難的
- According to the cyclic reverse loading test of two brick masonry walls without reinforement and four pieces of brick masonry walls reinforced with afrp , the cracking load , the ultimate load , the ductility factor and the rate of crack propagation were compared each other
本文共進(jìn)行了六片磚砌體的抗震性能試驗(yàn)研究，對比了無筋磚砌體和芳綸纖維加固后磚砌體的開裂荷載、極限荷載、延性以及裂縫開展情況的異同。 - One specimen is fitted up with anti - punching shear bars and the other is not . 2 ) the elastic - plastic analyses of two experimental elements under uniaxial reversed loads are made by ansys ( a finite element analysis program ) and the results of analysis match the experimental results very well
2 .進(jìn)行了鋼筋混凝土承臺-鋼柱腳試件的彈塑性有限元建模,用ansys有限元程序?qū)ζ溥M(jìn)行了全過程彈塑性分析,計(jì)算結(jié)果與實(shí)測結(jié)果吻合較好。 - The low - cyclic reversed loading tests of two unbonded partially prestressed concrete frames with different ppr have been carried out . the aseismic behaviors are analyzed and compared , with emphases on failure mechanism , hysteretic property , displacement ductility , energy - dissipation capacity as well as stiffness degeneration , etc . the results show , when designed rationally , the unbonded partially prestressed concrete frames can form beam hinge energy - dissipation machine and total destroy mechanism
通過兩榀不同預(yù)應(yīng)力度的無粘結(jié)部分預(yù)應(yīng)力混凝土扁梁框架結(jié)構(gòu)的低周反復(fù)荷載試驗(yàn)，分析研究了無粘結(jié)部分預(yù)應(yīng)力混凝土扁梁框架結(jié)構(gòu)的破壞形態(tài)、滯回特性、位移延性、耗能能力、承載力及剛度退化等抗震性能。 - Based on the previous research results , the test study on quasi - static seismic resistance behavior of the monolayer and single - stride prestressed concrete flat - beam frame structures are mostly carried through . the low - cyclic reversed loading test of two frames with the same size and the same intension grade are conducted . one frame is made of ordinary concrete , the other is made of steel - fiber concrete
研究結(jié)果表明：將鋼纖維摻入混凝土中用于框架結(jié)構(gòu)，能使預(yù)應(yīng)力扁梁框架具有足夠好的抗震性能，只要設(shè)計(jì)得當(dāng)，可以形成梁鉸耗能機(jī)構(gòu)及整體破壞機(jī)制，且具有較好的耗能及抵抗強(qiáng)震的能力。 - The idiographic contents are listed as follows : 1 ) through the tests of the anchorage performances of steel column bases of 1 / 5 scale under uniaxial reversed loads , the tested ultimate loads , ductility , stiffness and reasonable modes of reinforcement design of two specimens are presented in this thesis
本文主要工作: 1 .進(jìn)行了兩個(gè)1 / 5縮尺的鋼筋混凝土承臺-鋼柱腳試件單向重復(fù)加載下的錨固性能試驗(yàn)研究,對試件的錨固承載力、延性、剛度以及合理配筋型式等進(jìn)行了研究。 - Based on experimental research and theoretical analysis , investigations on the new type of joint are made systematically , the main contents and results include the following items . 1 four specimens of new joints between cfrt columns and steel beams are designed . by low - cyclic reversed load test , skeleton curves of new joints and shearing deformation in joint core area are studied , the influence of parameters , such as concrete cores , length of stiffener , and relative dimensions of column and beam , is discussed
本文在分析現(xiàn)有節(jié)點(diǎn)方案特點(diǎn)的基礎(chǔ)上，提出了角鋼加勁式節(jié)點(diǎn)方案，并采用試驗(yàn)和理論分析相結(jié)合的方法，對這種新型節(jié)點(diǎn)進(jìn)行了系統(tǒng)研究，主要研究內(nèi)容與成果如下： (一)設(shè)計(jì)了4個(gè)新型方鋼管混凝土柱?鋼梁節(jié)點(diǎn)的試件，通過對新型節(jié)點(diǎn)的低周反復(fù)荷載試驗(yàn)，研究了新型節(jié)點(diǎn)的骨架曲線和節(jié)點(diǎn)核心區(qū)剪切變形等，探討了內(nèi)填混凝土、加勁肋長度和梁柱相對尺寸等對節(jié)點(diǎn)抗震性能影響。 - In this paper , two steel bracing - retrofitting methods are proposed for the rc frame structures , which are steel angels - at - four - corners method and embedded - steel framework method . two test models of one - story and two - bay reinforced concrete frame retrofitted with above two methods separately are designed and conducted low - cyclic reversed load tests , their aseismic behaviors such as strength , stiffness , ductility and energy - dissipating capability are studied
本文提出了兩種支撐抗震加固方法，即外包鋼支撐加固法和鋼內(nèi)框支撐加固法；設(shè)計(jì)了兩榀單層兩跨鋼筋混凝土框架結(jié)構(gòu)試驗(yàn)?zāi)Ｐ停M(jìn)行了水平低周反復(fù)荷載試驗(yàn)，重點(diǎn)探討其強(qiáng)度、剛度、延性和耗能能力等抗震性能。 - So , based on the previous research results , the aseismic design theory of this structure is analyzed , the low - cyclic reversed loading tests of two unbonded partially prestressed concrete flat - beam frame structures are conducted and the method of aseismic design is discussed in this dissertation
本文在總結(jié)前人工作的基礎(chǔ)上，分析探討無粘結(jié)部分預(yù)應(yīng)力混凝土扁梁框架結(jié)構(gòu)抗震設(shè)計(jì)理論，對兩榀無粘結(jié)部分預(yù)應(yīng)力混凝土扁梁框架進(jìn)行低周反復(fù)荷載試驗(yàn)以研究分析該結(jié)構(gòu)形式的抗震性能。