English translation for "shear span"

剪跨

Related Translations:

one span two hinged frame:  单跨度双铰接框架

shearing:  刮布剪断剪毛剪切,剪割剪取的羊毛剪羊毛切变切断加工切割直立截槽法

shear:  vt.,vi.(sheared, 〔古语〕 shore; shorn , sheared)1.剪(羊毛等)；修剪(树木)；剪(呢绒的)长毛。2.〔诗〕(用剑)斩。3.【机械工程】剪断，切断；【矿物】截割；【物理学】(使)切变。4.剥夺；抢夺；骗取。5.〔苏格兰语〕(用镰刀)收割(庄稼)。6.飞起，如割开一般地越过。短语和例子shear sheep＝shear wool fr

shear field:  剪切场切变场

shearing bar:  立截盘受剪力钢筋

scroll shears:  涡形剪床

shearing blades:  刮剪刀片

periscope shear:  潜望镜导筒

shearing vibration:  剪式振动

shear burst:  切力突出

Example Sentences:

	1.	Its test specimens are four hollow shear wall of reinforced concrete , which have the different the ratio of shear span to effective depth of section and the ratio of axial compressive force to axial compressive ultimate capacity of section 本课题为钢筋混凝土空心剪力墙抗震试验研究及非线性有限元分析，课题的对象为四片不同轴压比以及不同剪跨比的钢筋混凝土空心剪力墙板。
	2.	For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1 , has its performance of mechanics that is close to cantilever deep beams , it is an important kind of components in architectural structure which sustains roof trusses , brackets , tray " beams , frame " beams , wall " beams and crane " beams 剪跨比a h _ 0 1的短钢筋混凝土牛腿，其受力性能接近于悬臂深梁，在建筑结构中是支承屋架、屋面梁、托架、托架梁、框架梁、墙梁和吊车梁等的重要构件。
	3.	An experimental study on steel fiber reinforced concrete ( sfrc ) thick cap with four piles indicates that the factors affecting its ultimate loads are composed of its effective thickness , steel fiber volume ratio , concrete strength grade , shear span length , steel ratio and the form of reinforcement , in which the factor of the form of reinforcement affecting the ultimate loads of pile cap is distinct 摘要钢纤维混凝土四桩厚承台的性能试验研究结果表明，影响其极限荷载的因素主要有承台有效厚度、钢纤维体积率、混凝土基体强度等级、承台的剪跨比、纵向钢筋配筋率和配筋形式等，其中，配筋形式对钢纤维混凝土厚承台承载力的影响是很显著的。
	4.	Abstract : based on the systematic analysis of the shear behavior for r . c . beams , the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented . the prime variable is shear span ratio , span depth ratio , horizontal web reinforcement ratio and vertical web reinforcement ratio . according to the test results , the working behavior , the prime shear failure modes , the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r . c . beams are analysed . the uniform calculation method for shear capacity of deep beams , short beams and shallow beams for practical is presented 文摘:在对国内外钢筋混凝土梁的受剪性能进行较系统分析的基础上，补充了11根钢筋混凝土简支短梁在顶部集中荷载和均布荷载作用下的试验，试验梁的主要变化参数为剪跨比、跨高比、水平腹筋率和垂直腹筋率.根据试验结果，对试验梁的工作性能、主要的剪切破坏形态、混凝土项的抗剪作用、抗剪腹筋（包括水平腹筋、垂直腹筋）的作用等进行了较为深入的分析，提出了可适用钢筋混凝土深梁、短梁和浅梁相互协调的受剪承载力的统一计算方法
	5.	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。
	6.	Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program , the study of composite wall , with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained , also the influence to wall ' s stiffness and bearing capacity by kinds of factors , including wall ' s shear span ratio , member ' s section , bar arrangement , etc . based on the hammer blow test and stiffness test , a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed 在对密肋复合墙板运用ansys ~ ( ( ? ) )程序进行数值模拟、分析验证的基础上，对典型组合墙体在不同连接构造和不同荷载效应组合作用下的受力形态和破坏模式进行研究；计算分析了复合墙体剪跨比、边框柱截面尺寸、边框柱配筋大小以及墙板内肋梁肋柱配筋等诸多因素对密肋复合墙体承载力及刚度的影响，得出其变化规律。
	7.	Until now , the domestic and overseas scholar has studied the factors that have effect on performance of steel fiber reinforced concrete corbel such as shear span to depth , strength of concrete , reinforcement ratio ( including longitudinal reinforcement and stirrup ) and ratio of horizontal to vertical load . for calculating the cracking load , and ultimate load domestic and foreign scholar has brought forward a series of calculative formulas and methods have been put forward that based on statistical analysis , flexural model and truss model 到目前为止，国内外学者已研究了剪跨比、混凝土强度、配筋率(包括纵向钢筋和箍筋) 、水平荷载与垂直荷载之比等因素对钢筋钢纤维混凝土牛腿受力性能的影响，对牛腿的抗裂计算和承载力的计算，国内外学者曾提出了基于数理统计分析、弯压模型和桁架模型等的一系列计算方法和计算公式。
	8.	When the axial compression ratio increases more than 0 . 42 , the variation of the displacement ductility ratios is small ; when the stirrup ratio per unit volume increases more than 1 . 9 % , the displacement ductility increases slowly ; with increasing the shear span ratio a , the displacement ductility increases for , < 1 . 5 , decreases for > 1 . 5 当轴压力系数增加到0 . 42以后，位移延性的变化较小；体积配箍率增加到1 . 9 %后，位移延性的增长减缓；当剪跨比小于1 . 5时，型钢混凝土柱的延性系数随剪跨比的增加而提高；但当剪跨比大于1 . 5时，随着剪跨比的增加，型钢混凝土柱位移延性系数有所降低。
	9.	First , it studies the static experimental study on hollow shear walls of reinforced concrete . its aim is to know hollow shear - walls " performance whose ratio of shear span to effective depth of section is between 1 with 2 , based on the studies of ones whose ratio of shear span to effective depth of section is between less than 1 . by low - cycle and reverse horizontal loading test , their properties , including with strength property , deformation property and energy property , are studied 本课题的试验目的是在先前所做的剪跨比小于1的低矮钢筋混凝土空心剪力墙的基础上，对剪跨比大于1且小于2的中高空心剪力墙有一系统的认识和了解，通过试验掌握中高空心剪力墙在低周反复水平荷载作用下的强度、变形、能量方面的特征。
	10.	On the basic of former research men ' s experience , 18 experimental members ( including 9 simple beams and 9 restrained beams ) are designed and tested . in the experiment , phenomena are observed and record by taking photos in the whole process from the first crack appears to test members crash completely , experimental data is attained including load values of crack - appear load , critical load and terminal load , stress values of reinforcing steel bar stress , compressed concrete stress and beam flank stress and values of deflection etc . by analyzing the crack ' s appearing and developing form and stress values of concrete and steel bars , the crash modes of test beams are defined ; shearing force - deflection curves are contrasted and analyzed ; the effects on shear strength of the three factors as shear span ratio , concrete strength and restraining moment are also analyzed 借鉴已有试验的经验，本文设计和完成了对18根超高强混凝土无腹筋梁（包括9根简支梁和9根约束梁）在集中荷载下抗剪强度的试验，观察了试件从裂缝出现到完全破坏失去承载能力全过程的试验现象并通过拍照进行记录，获得了试件的斜裂缝出现荷载、临界斜裂缝荷载和极限荷载等荷载值和纵筋应变、混凝土受压应变和梁侧混凝土应变等应变值以及挠度值等。

Similar Words：

"shear shoulder" English translation, "shear slide" English translation, "shear slump" English translation, "shear softening" English translation, "shear sorting" English translation, "shear span length" English translation, "shear span ratio" English translation, "shear span to depth ratio" English translation, "shear spinning" English translation, "shear spray" English translation