yield load造句
例句與造句
- Inelastic yield load of concrete filled steel tubular middle long columns under axial compression
鋼管混凝土軸壓中長(zhǎng)柱的非彈性屈曲荷載 - From the test some conclusion could be drawn as follows . firstly , under the push loading , yield load and exteme load and failure load of sf is higher than that of nf , but the relative
通過(guò)強(qiáng)度等級(jí)為c55的自密實(shí)混凝土在廈門(mén)南湖明珠加固工程中的成功應(yīng)用，為自密實(shí)混凝土的推廣應(yīng)用提供實(shí)踐經(jīng)驗(yàn)。 - Compared with the usual shear wall , shear wall with concealed steel bar truss have the following advantages : 1 . cracking load , yield load and ultimate load are obviously higher . 2
與普通中高剪力墻相比,內(nèi)藏鋼桁架中高剪力墻具有以下優(yōu)勢(shì): 1 .開(kāi)裂荷載明顯提高,屈服荷載和極限荷載均顯著提高。 - By low - cycle and reverse horizontal loading test , the properties of the walls such as the degree of the cracking load , yield load and failure load , the property of hystersis curves and keleton - frame curves and the property of ductility
探討了帶縫空心剪力墻板在低周反復(fù)荷載下的破壞模式、滯回性能、破壞特征點(diǎn)、延性、耗能機(jī)制及耗能計(jì)算等抗震性能。 - We made research on the degree of cracking load , yield load and failure load as well as die sequence of the structure crack and yield ; the internal force , the deformation , the failure mechanism of the building
研究結(jié)構(gòu)在整個(gè)試驗(yàn)過(guò)程中的開(kāi)裂荷載、屈服荷載、極限荷載，結(jié)構(gòu)的開(kāi)裂順序、屈服順序；以及結(jié)構(gòu)的受力特點(diǎn)，變形特征和結(jié)構(gòu)的破壞形態(tài)等。 - It's difficult to find yield load in a sentence. 用yield load造句挺難的
- And a nonlinear analysis of concrete beams on the basis of ansys program is used in order to overcome the shortcomings of experiments 。 the results indicate that locally strengthened technique has good reinforcing effect . it can improve the crack load , yield load and limiting load
試驗(yàn)結(jié)果表明,體外預(yù)應(yīng)力cfrp筋局部加固法具有較好的加固效果,能夠很好的提高梁的開(kāi)裂荷載、屈服荷載和極限荷載。 - At first , the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method , and the values of yield load and ultimate load agree with the test result better , and the curve of bending moment - curvature , bending moment - deflection can agree with the results . the second , the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ) . it is applicable to both singly and doubly reinforced rectangular sections , as well as flanged sections
首先利用鋼筋混凝土非線性平衡試算法對(duì)天津大學(xué)試驗(yàn)進(jìn)行了理論分析，所得分析值與試驗(yàn)結(jié)果相比，加固梁的屈服荷載、極限荷載能夠很好地吻合，彎矩曲率關(guān)系曲線及彎矩?fù)隙汝P(guān)系曲線較為吻合；其次，為了滿足實(shí)際工程的需要，根據(jù)碳纖維布加固構(gòu)件可能發(fā)生的三種破壞形態(tài)(壓區(qū)混凝土壓碎破壞、碳纖維布拉斷破壞以及受拉鋼筋尚未屈服時(shí)壓區(qū)混凝土已壓碎破壞) ，區(qū)別三種鋼筋混凝土構(gòu)件截面形式(單筋矩形截面、雙筋矩形截面、 t形截面) ，分別給出了碳纖維布加固混凝土構(gòu)件抗彎承載力的簡(jiǎn)化計(jì)算公式和適用條件，并進(jìn)一步探討了這三種截面形式下進(jìn)行加固設(shè)計(jì)和復(fù)核的步驟。 - Speaking in detail , for every specimen , we study the for of the cracking load , yield load and failure load ; the ductility property ; the property of hystersis curvs and keleton - frame curves ; the degree of initial stiffess and stiffness degadation . secondly , the two different suo nlgn use ltslaences ， wmcn are ootll shear wsll sttllctlllt ， are tab6n as instanop the shear ’ wsi is oin 卜 hot8qopo inww 田 l ！ s ot 以 j 口 willo 地 勸 憂 地 epo o odod sqo8qopt solidndls ofr c l w means or0 卜 0nm elemem ana 吹 lsptwtodd ’ mlmwe m 加 柏 mm are d an 邑 以 胡 a ann compcomparen in severm es 叮 wsllcll as scu 一 陽(yáng) i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty ， tiep 訓(xùn) 頒 oility of hollow shear wal of rc in d suo ra use reslaences s ant l
首先研究在低周反復(fù)水平加載試驗(yàn)下試驗(yàn)對(duì)象的強(qiáng)度、變形和能量的特性：開(kāi)裂荷載、屈服荷載、破壞荷載；各試件的滯回曲線和骨架曲線；延性情況；初始剛度和剛度退化等參數(shù)：進(jìn)而用satwe有限元程序分析對(duì)比了某一小高層剪力墻結(jié)構(gòu)在采用空心剪力墻板和采用普通實(shí)心剪力墻作為墻體的結(jié)構(gòu)受力異同點(diǎn)，在質(zhì)量、主振型、剛度、水平地震效應(yīng)等方面做了對(duì)比。 - Through the experimental and theoretical analyzing results , the conclusion can be summarized as follows . 1 ) the yielding load and ultimate bearing capacity of the beam are not affected by the value of the load under that load the cfrp sheets were retrofitted , but the value will affect the stiffness of the beam , especially the average tangent stiffness after rebar yielding . 2 ) the stiffness of cracked beams retrofitted with cfrp sheets is larger than that of the normal rc beams
通過(guò)試驗(yàn)結(jié)果分析發(fā)現(xiàn)，采用cfrp加固的鋼筋混凝土梁的剛度較普通鋼筋混凝土梁的剛度有明顯提高，纖維布對(duì)承受以抗彎為主的構(gòu)件具有增強(qiáng)剛度、控制撓度的作用；纖維加固時(shí)梁所承受的荷載大小，即加固時(shí)梁內(nèi)已存在的彎曲裂縫的寬度對(duì)梁的屈服荷載及極限承載力影響不是很大，但對(duì)梁的剛度有較大影響，特別是對(duì)縱筋屈服后的剛度影響較大。 - Through comparing and analyzing of bearing capacity , development of crack and strain of reinforced , the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data , and choosing the rightful stress - strain relationship , utilizing ansys program , the test process can be well simulated . at the same time , making used of the program , the traditional shear wall is analyzed . it shows that comparing with the traditional shear wall , the hollow shear wall ' s cracking load drop 16 % , yield load and failure load drop 13 % , stiffness drop 13 % ~ 22 %
其次在試驗(yàn)的基礎(chǔ)上，將試驗(yàn)手段、有限元數(shù)值模擬方法和理論分析結(jié)合起來(lái)，利用有限元程序ansys對(duì)其中的兩片墻板進(jìn)行非線性有限元分析，并對(duì)前后的承載性能，裂縫發(fā)展、鋼筋應(yīng)變進(jìn)行了比較和分析，結(jié)果表明有限元節(jié)點(diǎn)模型分析的荷載-位移曲線和試驗(yàn)測(cè)得數(shù)據(jù)符合良好，選用合理的材料本構(gòu)模型，利用ansys可以較好的模擬試驗(yàn)過(guò)程；同時(shí)利用有限元模型對(duì)比分析了普通剪力墻和空心剪力墻，空心剪力墻與普通剪力墻對(duì)比，其開(kāi)裂荷載下降16 ，屈服荷載、極限荷載下降13 ，剛度下降13 22 ，開(kāi)裂至屈服、屈服至極限荷載階段的剛度衰減規(guī)律與普通剪力墻基本一致，空心剪力墻的后期剛度比較穩(wěn)定。 - Comparison including the cracking , yielding and ultimate loads of the beam , load - displacement curve , envelop curve , the ductility and energy - dissipation capacity were made between the response of the specimens before and after strengthening . test results indicated that the yielding loads of the specimens after strengthening were improved from 12 . 3 percent to 17 . 2 percent and the improvement of specimens rehabilitated by jacketing was higher than that of the bonding steel plates one
加固后試件破壞同樣發(fā)生在梁端，屈服荷載比加固前提高12 . 3 17 . 2 ，與粘鋼加固相比，加大截面法加固的試件承載力提高幅度較大；加固后試件的延性和耗能性能比加固前有很大的改善，其中以粘鋼加固的試件提高最為明顯。 - First , by low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . speaking in detail , for every specimen , we study the degree of the cracking load , yield load and failure load , the property of hystersis curves and keleton - frame curves and the property of ductility
首先研究在低周反復(fù)水平加載試驗(yàn)下試驗(yàn)對(duì)象的強(qiáng)度、變形和能量的特性：開(kāi)裂荷載、屈服荷載、破壞荷載，各試件的滯回曲線和骨架曲線，延性情況。