Chinese translation for "屈服荷载"

yield load

Related Translations:

屈服:  surrender; yield; bow to; give away; knuckle under; submit to 短语和例子迫使某人屈服 bring sb. to his knees; bring sb. to terms; 屈服于外界的压力 yield to pressure from outside; 他屈服于这种不公平的待遇。 he submitted to

塑性屈服:  plastic yielding

拉伸屈服:  tensile yield

屈服强度:  offset stressproof stressshear strengthyield intensityyield strengtrhyield stressyld yield strengthys yield strength

屈服曲线:  yield curve

屈服比:  yield ratio

体积屈服:  bulk yielding

屈服能力:  yieldability

屈服损坏:  yield failure

局部屈服:  local yielding

Example Sentences:

	1.	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 与普通中高剪力墙相比,内藏钢桁架中高剪力墙具有以下优势: 1 .开裂荷载明显提高,屈服荷载和极限荷载均显著提高。
	2.	The relations of m - r , initial stiffness , the yield strength , failure models , ultimate strength , seismic behaviors and characteristic of dissipation of energy were gained in this test 通过试验得到了各种连接在循环荷载作用的m - _ r关系、连接初始刚度、连接屈服荷载、破坏形式、破坏荷载、抗震性能和耗能特性。
	3.	The relations of m - r , initial stiffness , the yield strength , failure models , ultimate strength , seismic behaviors and characteristic of dissipation of energy were gained in this test 通过试验得到了各种连接在循环荷载作用下的弯矩?转角关系、连接初始刚度、连接屈服荷载、破坏形式、破坏荷载、抗震性能和耗能特性。
	4.	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 研究结构在整个试验过程中的开裂荷载、屈服荷载、极限荷载，结构的开裂顺序、屈服顺序；以及结构的受力特点，变形特征和结构的破坏形态等。
	5.	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 试验结果表明,体外预应力cfrp筋局部加固法具有较好的加固效果,能够很好的提高梁的开裂荷载、屈服荷载和极限荷载。
	6.	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 首先利用钢筋混凝土非线性平衡试算法对天津大学试验进行了理论分析，所得分析值与试验结果相比，加固梁的屈服荷载、极限荷载能够很好地吻合，弯矩曲率关系曲线及弯矩挠度关系曲线较为吻合；其次，为了满足实际工程的需要，根据碳纤维布加固构件可能发生的三种破坏形态(压区混凝土压碎破坏、碳纤维布拉断破坏以及受拉钢筋尚未屈服时压区混凝土已压碎破坏) ，区别三种钢筋混凝土构件截面形式(单筋矩形截面、双筋矩形截面、 t形截面) ，分别给出了碳纤维布加固混凝土构件抗弯承载力的简化计算公式和适用条件，并进一步探讨了这三种截面形式下进行加固设计和复核的步骤。
	7.	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 ( two non - seismic joints , one seismic joints and two non - seismic joints strengthened with cfs ) subjected to lateral cyclic load , the failure mode , ultimate capacity , hysteretic behavior , ductility factor etc . are compared and analyzed 试验中对5个足尺梁柱中节点试件( 2个非加固试件、 1个抗震试件、 2个加固试件)施加了低周反复荷载的试验，分析比较了非抗震节点、抗震节点和cfs加固节点在滞回曲线、屈服荷载、极限荷载、延性系数、耗能系数等抗震性能上的差异。
	8.	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 劝 忧 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 阳 i 朗 l p 一 ndnd mdede so ess d laterm seimic e anu so on ’ inatty ， tiep 训 颁 oility of hollow shear wal of rc in d suo ra use reslaences s ant l 首先研究在低周反复水平加载试验下试验对象的强度、变形和能量的特性：开裂荷载、屈服荷载、破坏荷载；各试件的滞回曲线和骨架曲线；延性情况；初始刚度和刚度退化等参数：进而用satwe有限元程序分析对比了某一小高层剪力墙结构在采用空心剪力墙板和采用普通实心剪力墙作为墙体的结构受力异同点，在质量、主振型、刚度、水平地震效应等方面做了对比。
	9.	( 3 ) reinforced concrete frame columns modeled by using three - dimensional solid element to concrete and three - dimensional bar to reinforcing steel bar , and at the same time consideration the adhesive bond between reinforcing steel bar and concrete , the fem is used . by choosing reasonable element , determining mesh division and load steps , simulation of load - displacement , cracking , yielding and ultimate load , crack development history , and calculating fail crack diagram of reinforcement concrete frame columns under laterally monotonic load are conducted . the analyses are compared with the experimental results ( 3 )混凝土用三维实体单元、钢筋用空间杆单元对钢筋混凝土框架柱进行三维建摸，而且同时考虑了钢筋和混凝土的粘结性能，通过合理的单元选取、网格划分及荷载步的确定，模拟了单调荷载作用下钢筋混凝土框架柱的荷载啦移曲线、开裂荷载、屈服荷载及最大荷载、裂缝发展规律、计算破坏裂缝图，并与相应的试验结果进行了比较分析。
	10.	In the test , two frames with the same size which is one - half of the reality frame ' s size and the same reinforcement were designed and made firstly . one frame is made of schsc named sf ; the other is made of nhsc named nf . secondly , the mts loading system was used to put the two frames under low - cyclic loading 实验结果表明：自密实混凝土框架正向屈服荷载、极限荷载和破坏荷载均较普通混凝土的大而其相应的位移却相当；两榀框架的破坏形式都是弯曲破坏，且两者荷载-位移的滞回曲线与骨架曲线非常相似；自密实混凝土框架的延性系数略高于普通混凝土框架，两者的耗能能力基本相当。

Similar Words：

"屈服点转矩" Chinese translation, "屈服阀" Chinese translation, "屈服轨迹" Chinese translation, "屈服过程" Chinese translation, "屈服函数" Chinese translation, "屈服衡准" Chinese translation, "屈服后断裂力学" Chinese translation, "屈服极限" Chinese translation, "屈服极限，屈服点" Chinese translation, "屈服极限比" Chinese translation