Chinese translation for "ductility factor"

延度系数
延性系数

Related Translations:

ductility:  可延性可延展性柔韧性伸度韧性受范性延度延伸性延性；韧性；可锻性；可塑性；粘性延性；性延性的，韧性延性柔软性延展性；延伸度粘性，韧性展延性铸铁

measure ductility:  塑性量度

ductility traits:  延性特征

monotonic ductility:  单调延性

ductility value:  延展值

tensile ductility:  拉伸塑性

ductility retention:  延性保留

weld ductility:  焊缝塑性

inherent ductility:  固有延展性

creep ductility:  蠕变延性

Example Sentences:

	1.	Study on seismic displacement ductility factor of reinforced concrete frame structure 钢筋混凝土框架抗震位移延性系数研究
	2.	The probability distribution function and the characteristic values of the curvature ductility factor are obtained 近似得出曲率延性系数的概率分布函数和特征值。
	3.	The probability nature of curvature ductility factor of rectangular reinforced concrete columns with rectangular hoops was analyzed 分析了受矩形箍筋约束的矩形截面柱曲率延性系数的概率特性。
	4.	Compared with non - strengthened ones , joints strengthened with cfs have a few increases on the ultimate capacity and a great deal of increase on the ductility factor 同时试验结果还表明cfs加固节点显著地提高了节点的延性系数、耗能系数，改善了节点的抗震性能，具有较大的实用和推广价值。
	5.	5 . the truss - arch model is brought up to analyze the shear capacity of columns within yield hinge regions . the shear contribution of concrete and transverse reinforcement , the response of various displacement ductility factors under cyclic load is described 本文还推导了框架柱塑性铰区域横向剪切变形计算公式，探讨了塑性铰区域剪切变形与弯曲变形成分随加载循环次数增加而变化的规律。
	6.	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 本文共进行了六片砖砌体的抗震性能试验研究，对比了无筋砖砌体和芳纶纤维加固后砖砌体的开裂荷载、极限荷载、延性以及裂缝开展情况的异同。
	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.	The inelastic demand spectra are established according to the new chinese seismic design code for buildings by means of force reduction factor r and ductility factor u , thus , a simple and practical method is established for seismic damage assessment in combination with capacity spectrum method ; the structure ' s push - over curve of second earthquake is gained by cutting the curve of quasi - test reversal load pattern method , thus , the structure ' s cumulate damage level can be computed by the capacity spectrum method too ; the results of an example are compared with the facts , and the validity and simplicity of this method is approved 利用r -关系基于抗震规范弹性反应谱建立了能力谱方法中的需求谱，并将该法和能力谱方法结合，建立了一种简单实用的结构损伤评估方法；对拟静力循环往复加载曲线的截取，得到了第二次地震作用的push - over曲线，从而能够继续使用能力谱方法得到结构物的累积损伤值；通过算例阐述了该法的计算步骤，所得结果符合基本规律，且具有概念明确、简单实用的优点。
	9.	The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures , such as stirrup reinforcement characteristic value , nominal shear span ratio , axial compression ratio , the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed . the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis . with regard to the aseismic design and the request of ductility and energy dissipation , the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed 本文主要包括以下内容：讨论了配箍特征值、名义剪跨比、轴压比、塑性铰出现顺序、预应力度等因素对无粘结部分预应力混凝土框架位移延性系数的影响，回归了考虑影响因素的位移延性系数计算公式；对无粘结部分预应力混凝土扁梁框架结构，阐述了抗震设计对扁梁、柱截面尺寸的要求与限制；对满足延性和耗能要求的无粘结部分预应力混凝土扁梁控制截面抗震配筋进行了探讨；通过对无粘结部分预应力混凝土扁梁梁端的受力分析，改进了以往扁梁梁端扭矩设计值计算公式。
	10.	Then , this paper edits other computer program to calculate thirty sgrc frame columns , and researches the drift capacity of sgrc frame column , and analysis the turning capacity of frame column " s plastic hinge . then the relational expression of the curvature ductility factor and ratio of hoops of sgrc frame columns is derived . this paper analysis the relation of the curvature ductility factor and the relative drift of sgrc frame columns , and discuss the question of the minimum values of ratios of hoops of sgrc frame column at different axial load ratios 一11一太原理工大学硕_ i :学位论文使用本文程序另外模拟计算了30榻煤研石混凝土框架，进一步分析了轴压比和配箍率对煤研石混凝土框架柱曲率延性的影响，编写程序计算了30根煤研石混凝土框架柱，对煤研石混凝土框架柱的侧向变形能力进行了研究，分析了柱塑性铰的转动能力，导出了煤研石混凝土框架柱的曲率延性系数与配箍率的关系式，分析了煤研石混凝土框架柱的曲率延性系数与框架柱相对侧向位移的关系，讨论了煤研石混凝土框架柱在不同轴压比下最小配箍率的取值问题。

Similar Words：

"ductilimetre" Chinese translation, "ductilimetry" Chinese translation, "ductility" Chinese translation, "ductility after creep" Chinese translation, "ductility contrast" Chinese translation, "ductility limit" Chinese translation, "ductility limit; liquid limit" Chinese translation, "ductility limits" Chinese translation, "ductility machine" Chinese translation, "ductility of asphalt" Chinese translation