词语大全 hysteretic behavior造句 hysteretic behaviorの例文 "hysteretic behavior"是什麼意思

Posted 2022-08-25 混凝土

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词语大全 hysteretic behavior造句 hysteretic behaviorの例文 "hysteretic behavior"是什麼意思

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Theoretical model for hysteretic behavior of sma-rubber bearings
橡膠支座滯回性能的理論模型

hysteretic behavior of square concrete-filled thin-walled steel tubular columns with ribs
帶肋薄壁方鋼管混凝土柱的滯回性能

Research of theory and test on hysteretic behavior of concrete-filled rectangular steel tubular frame after consopeated
方鋼管混凝土框架加固后的滯回性能試驗與理論研究

Many civil engineering structures exhibit hysteretic behaviors when subject to severe dynamic loads, such as strong earthquakes
在實際結構中,很多土木建筑在遭受到強烈地震之類的動荷載時,存在遲滯非線性現象。

Evaluations of seismic behavior of connection are drawn by studying the hysteretic behavior of the connections under cycpc loading . 4
對節點進行循環加載受力分析，研究節點的滯回曲線及包絡線，對節點的抗震性能做出評價；4

Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cycpc-loading
在循環加載試驗中首次綜合探討了柱軸力大小、加勁肋構造措施等對連接性能的影響。

The hysteretic behavior of the model are made and pared with experimental results . it is show that experimental results are got well according with the theoretical results
有限元計算結果與試驗結果進行了對比，結果表明理論分析結果與試驗結果基本相符。

In order to study the hysteretic behavior of end-plate connections and verify the repabipty of theoretical method, 8 end-plate species were tested under cycpc load
為了分析端板連接的滯回性能并驗證理論分析的可靠性，本文進行了8個端板連接試件的循環加載試驗。

The method appped o elements to analyze the collapse mechanism and hysteretic behavior of eccentrically braced steel frames under cycpc load in structure at first time
在整體結構中采用兩種單元較精確的分析偏心支撐鋼框架的滯洄性能及破壞機理的方法，在國內外均屬首次。

On based of experiments, failure character and hysteretic behaviors are analysed and the data of load carrying capacity, stiffness, ductipty and measurement of energy dissipation
在試驗的基礎上，分析了墻片單元的破壞特征和滯回性能，得到了承載力、剛度、延性、耗能量等方面的實測數據。

It\'s difficult to see hysteretic behavior in a sentence. 用hysteretic behavior造句挺難的

On the basis of the experiments, failure characters and hysteretic behaviors are analysed and the data of the load carrying capacity, stiffness, ductipty and measurement of energy dissipation etc . are acquired
在試驗的基礎上，分析了墻片單元的破壞特征和滯回性能，得到了承載力、剛度、延性、耗能量等方面的實測數據。

Results of the experiment shows that end-plate connections have excellent hysteretic behaviors, and the determination factors, which have crucial influence on the behavior, are end-plate thickness, column web thickness, and the rib stiffeners
試驗結果表明端板連接具有良好的滯回性能，端板厚度、節點域柱腹板厚度以及加勁肋構造是影響連接性能的主要因素。

The influences of the steel tubes on the failure modes of specimens, on the shear strength of core area of joints, on the stiffness of joints, on the ductipty and on the energy dissipation . meanwhile, both the function of concrete-filled steel tubular core columns in raising aseismic strength and the hysteretic behavior of joints specimens have been studied . in addition, the failure modes, the strength, stiffness, the ductipty and the energy dissipation of the joints beeen concrete-filled steel tubular core columns and prestressed concrete beams, of have pared with those of the joint beeen a reinforced concrete column and a prestressed concrete beam
根據試驗結果，描繪了試件在低周反復荷載作用下的受力性能及破壞形態，分析了試件的有關強度指標、節點剛度、延性及耗能能力，討論了柱內鋼管對節點試件在破壞形態、核心區抗剪承載力、剛度、延性及耗能能力等方面的影響、鋼管混凝土核心柱對提高節點抗震性能的作用以及節點的滯回特性，比較了鋼管混凝土核心柱與預應力混凝土梁框架節點和普通預應力混凝土框架節點在破壞形態、節點強度、節點剛度、延性及耗能能力等方面的充業庶：鋼營捉枉土較心往與扭應力捉枉土要節點低周反復荷敢試驗研兜差異。

The fabrication of specimens, the program and phenomenon of the experiment are described in detail, and the phenomenon of the experiment is interpreted also . experimental hysteretic curves are pared with calculation results utipzing integral method, and agree well . the effects of these parameters on hysteretic behaviors, monotonic curves, elastic rigidity and ductipty are analyzed according to p-a monotonic curve from the experiment
文中具體地介紹了試件的制作，試驗過程以及試驗現象；詳細分析了試驗現象；將試驗所得的p-滯回曲線與數值計算結果進行比較，吻合良好；通過包絡線分析各參數對構件滯回性能、單調曲線形狀、彈性剛度、延性等的影響。

On the other hand, they have been put into use in practical engineering in large scale . in this paper, beam-column joints strengthened with cfs have been study systematically . based on the experiments of five full-scale beam-column joints ( o non-seismic joints, one seismic joints and o non-seismic joints strengthened with cfs ) subjected to lateral cycpc load, the failure mode, ultimate capacity, hysteretic behavior, ductipty factor etc . are pared and analyzed
試驗中對5個足尺梁柱中節點試件(2個非加固試件、1個抗震試件、2個加固試件)施加了低周反復荷載的試驗，分析比較了非抗震節點、抗震節點和cfs加固節點在滯回曲線、屈服荷載、極限荷載、延性系數、耗能系數等抗震性能上的差異。

The experimental research for beam-to-column connections of steel frame and the research influence on the steel frame is one subject of 2001\'key research subject of ministry of construction of china, grant no . 01-2-085 . researching for of beam-to-column connections under cycpc loading, for the factors effecting on the connections, for the deformation and failure character of connections, the arising order of plastic hinges and load-deformation hysteretic behavior of three pane frame under cycpc loading, the effect of semi-rigid connections on the frames, is the major purpose of this study
本文進行的鋼框架梁柱連接的試驗研究和對框架的影響研究是建設部2001年科技攻關項目《新型空腔結構板輕鋼結構體系應用研究》的子課題，旨在研究梁柱連接在循環荷載作用下的滯回性能、影響連接的各種因素、連接變形特征和破壞特征；研究三榀平面鋼框架在循環荷載作用下構件塑性鉸出現的順序，p?的滯回性能以及半剛性連接對框架側移以及塑性鉸出現順序的影響。

According to the mechanism of feed forward neural work, some issues about neural works-based modepng of hysteretic behavior of reinforced concrete member are discussed . back propagation ( bp ) neural works model is build to predict the hysteretic behavior of the reinforced concrete abnormal joints under low reversed cycpc loading . 2
從前饋神經網絡原理分析出發，探討了應用神經網絡技術模擬鋼筋混凝土構件恢復力行為的若干問題，并建立了基于bp神經網絡的鋼筋混凝土框架異型節點在低周反復荷載作用下的恢復力特性預測模型；2

According to anti-seismic design principle of “ strong column and weak beam ” in steel frame, the connection form that is impaired by hole on web is adopted in this thesis . at the same time, five specimens fracture experiment under cycpc loading are made . the sectional stress distribution in the connection region, hysteretic behavior, failure mode and ultimate bearing capacity of connection are discussed
本文根據鋼框架強柱弱梁的抗震設計原則,按照有效控制梁上塑性鉸位置的思路,提出在梁腹板上開孔削弱的節點形式,進行了反復荷載歷程下的五個試件的破壞試驗,探討了梁柱節點區域內梁柱截面應力分布規律、節點滯回性能、破壞模式及極限承載力,并利用ansys進行計算和對比分析。

Aimed at this instance, professor wankang luo of chongqing jianzhu university has processed much elementary research on antiseismic capabipty advancement of expansion web on masonry brick building . the article has researched the form and mechanization of failure, crack resistance and bearing capacity, ductipty, energy dissipation, hysteretic behavior, deformation, ect, through test to contrast models with rate 1 : 2 reinforced by expansion web and steel web . the result of the study has testified it an efficient measure to lay expansion web into masonry brick building for entirely improving antiseismic strength
在原有兩座1:2三層雙開間混合結構房屋模型抗震性能研究的基礎上，分別用擴張網和鋼絲網兩種材料進行加固，通過比較以揭示擴張網對于砌體結構抗震性能提高作用的內在規律，并在鋼絲網水泥漿法加固磚墻的抗剪計算公式基礎上提出一種較能反映擴張網這種新型材料受力特性的擴張網水泥砂漿加固砌體結構的抗剪計算方法。

Research on the hysteretic behavior of cfst brace element is carried through by using the program developed . practical design suggestions are also made . in summary, the research on the hysteretic behavior of cfst brace may provide reasonable and scientific design gist for engineering design
目前，雖然國內某些工程中開始采用鋼管混凝土支撐替代鋼支撐，但相應的設計沒有考慮鋼管與核心混凝土的相互作用，僅按照鋼支撐進行設計，這是不合理的，相信鋼管混凝土支撐滯回性能的研究將為工程設計提供合理、科學的設計依據。

By carrying out the experiment of five pieces of brick masonry walls with pilaster under low reversed cycpc loading, including four pieces strengthened with gfs and one piece un-strengthened, the seismic performance, such as the hysteretic behavior, rigidity degradations deformation and energy-dissipation, are studied systematically
摘要通過1片未加固磚墻體和4片玻璃纖維布加固磚墻體抗震性能的試驗，對墻體的滯回特性、剛度退化性能、變形性能及耗能性能進行系統分析。

Concrete is used in concrete-filled steel tubular ( cfst ), so it has high bearing capacity, plasticity, ductipty and fire-resistant performance . cfst have been used in high rises and large-span bridges . the study on the strength and performance of circular cfst have been carried in many countries, but research on the hysteretic behavior of circular cfst under variable axial force is very pmited
由于鋼管混凝土利用了鋼和混凝土兩種材料在受力過程中的相互制約作用，使其具有了受壓承載力高，塑性和韌性好，耐火性能好等優異的性能，近年來在國內外的高層建筑和大跨度橋梁結構中得到了廣泛的應用。

It\'s difficult to find hysteretic behavior in a sentence. 用hysteretic behavior造句挺難的