Mobile
Log In Sign Up
Home > english-chinese > "seismic shear force" in Chinese

Chinese translation for "seismic shear force"

地震剪切力

Related Translations:
seismic centre:  震源震中
seismic gap:  地震空白区地震空区缺震区
seismic section:  地震剖面
seismic source:  产生地震的源震源
seismic forerunners:  地震前兆现象
seismic discontinuity:  地震波不连续面地震不连续面地震间断面
seismic velocity:  地震波速地震速度震波速度
seismic toss:  地球上投地球投
seismic cable:  地震电缆
seismic force:  地震力
Example Sentences:
1.Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
西安理工大学硕士学位论文在水平地震作用下,并考虑风荷载组合,分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系,通过改变结构参数,运用空间有限元方法,进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ,以及“构件内力” 。结果表明:在等面积原则下,异型柱代换矩形柱后,结构刚度增大,侧向位移明显减小,地震反应力略有增加,框架柱轴压比最大增幅小于8 % ,结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时,结构有利于抗震;水平地震作用力与整体坐标夹角为0度时,结构地震作用效应较大,属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑,侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小,构件内力增大适中,是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ,采用异型柱结构体系时,应尽可能减轻结构自重,降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算,两种方法所得结果基本一致。
Similar Words:
"seismic sensor" Chinese translation, "seismic sensor cluster" Chinese translation, "seismic sequence" Chinese translation, "seismic sequence analysis" Chinese translation, "seismic shear" Chinese translation, "seismic shift" Chinese translation, "seismic ship" Chinese translation, "seismic shock" Chinese translation, "seismic shock wave" Chinese translation, "seismic shooting" Chinese translation