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Home > english-chinese > "shear type" in Chinese

Chinese translation for "shear type"

剪断形成

Related Translations:
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
shear thixotropy:  剪切触变性
Example Sentences:
1.Tor - shear type high - strength bolt
扭剪型高强度螺栓54
2.Although two simple models of structural analysis models , namely multi - storey shear type and member model , are set up , it is proved that simulink show great dominance in simulation of structural dynamic response , especially in vibration control
本文所做的工作虽然仅实现了结构分析模型中较简单层间模型和平面杆系单分量模型的非线性地震反应仿真,但已足以体现出simulink用于结构动力仿真和结构振动控制的优越性。
3.Furthermore , shear type is simple shear - dominated at the early stage by analysis of wk from the method of polar mohr and pure shear component increases at the late stage by the methods of ecc . much synthetic extensional crenulation cleavage ecc is found in mylonitic rocks zone
不同方法求得运动学涡度wk介于0 . 453 ? 0 . 809间,表现为一般剪切作用类型,其中早期为以简单剪切组份为主、晚期为以纯剪组份为主的一般剪切作用类型。
4.At the same time it has the shortcoming of complex mechanics analysis . in this thesis we mainly discuss the structure behaviors of the mega structure . firstly considering the differences between mega - frame and normal - frame , that is the influence of rigid zone and shearing type deformation are considered . a computer program for calculation of mega - frame structures based on element stiffness matrix to members with rigid zone considering shearing type deformation has been written and some of mega - frames have been calculated by using the program
首先,根据巨型框架与普通框架的主要区别,采用带刚域杆件考虑剪切变形时的杆单元模型,利用fortran语言编制了巨型框架结构线弹性有限元静力分析程序,并利用该程序对多个巨型框架结构进行了计算,分析了巨型框架结构的静力性能,深入研究了结构在竖向荷载和水平荷载作用下的传力机理、力学特性和变形特点。
5.These clearly demonstrate that the mcc formatted by long - history processes with poly stages . by strain analysis , the fabrics deformational style of the yagan mcc are mainly shearing type , the yagan mcc is mainly a thinning shear zone with volume loss , which varies from - 31 % ~ - 58 % . analysis of kinematic vorticity ( wk varies from 0 . 453 - 0 . 809 ) shows shear type of the shear zone is neither pure shear nor simple shear but general shear
应变分析表明,亚干变质核杂岩主期变形为以剪切变形为主(罗德系数u在0 . 08 ? 0 . 32间)压扁次之( u0 . 89 )的变形类型,核杂岩区为一有体积损失的减薄型剪切带,体积损失率达- 31 ? - 58 。
6.First , one type of sma - based passive energy dissipation device was developed to utilize pseudo - elastic property . then , according to the characteristic of response of the passive energy dissipation systems , adapting the bilinear restored force model , the mof shear type elastic - plastic time history analysis program is compiled . the vibration - suppressed is verified and vibration control mechanism of sma dampers is studied by time - history analysis
首先利用sma的超弹性性能,设计了一种新型的耗能减震装置;其次,结合耗能减震结构的动力反应特点,采用双线性模型,编制了耗能减震结构串联多质点体系弹塑性时程分析程序,通过对有控结构和无控结构的地震响应分析比较,检验了sma耗能器的被动控制效果,探讨了其控制机理。
7.Based upon the elastic stability analysis of flexural - and - shear - typed bracings ( includes vertical beam and vertical truss ) , criterions for classifying the types of bracings were presented in this thesis , where the bracings were divided into flexural , shear and flexural - and - shear types . the stability of frames braced by vertical beams was investigated
本文通过对弯剪型支撑(包括实腹式悬臂柱和桁架式支撑结构)的稳定性研究,提出了支撑的区分标准,根据此标准支撑结构可以被划分为弯曲型支撑、剪切型支撑和弯剪型支撑三类。
8.According to the code for aseismatic design of building structure ( gbj11 - 89 ) , the seismic base - shear method has always been used to calculate the seismic response of building structures . in those structures , their weights and rigidities equally distribute along their heights which do not exceed 40m , and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )
我国《建筑抗震设计规范》 ( gbj11 ? 89 )中规定,对于重量和刚度沿高度分布比较均匀、高度不超过40m ,并以剪切变形为主(房屋高宽比小于4时)的结构,可采用近似计算法,即底部剪力法来计算其地震响应。
Similar Words:
"shear transfer" Chinese translation, "shear transformation" Chinese translation, "shear transit time" Chinese translation, "shear trough" Chinese translation, "shear turbulence" Chinese translation, "shear type cutting off die" Chinese translation, "shear value" Chinese translation, "shear vector" Chinese translation, "shear velocity" Chinese translation, "shear velocity distribution model" Chinese translation