Chinese translation for "位移角"

angle of displacement
angle of shift
angle of slip
displacement angle

Related Translations:

缓冲器位移:  buffer offset

位移抑制:  restraint of displacement

偏航位移:  off-track displacement

位移开关:  displacement switch

相位位移:  shift phase

位移计数器:  shift counter

固态位移:  solid displacementsoliddi lacement

初始位移:  initial di lacementinitial displacement

位移律:  displacement lawlaw of displacement

溶剂位移:  solvent shift

Example Sentences:

	1.	Allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
	2.	The model aims at minimizing the sum of braces stiffness at given story drift angle limitation 它的特点是在相同的层间位移角限值下，所求得的框架各层耗能支撑刚度之和最小。
	3.	3 . the seismic history elastic - plastic analysis is taken . the floor displacement of the structure and the distribution of the plastic ream are found 对厦门国际会展中心进行地震的弹塑性时程分析验算，得出结构的层间位移角和塑性铰分布情况。
	4.	Connection between drift ratio and performance level of nonstructural elements are brought forward . in order to produces a performance based seismic design guide for architects to help them design elements safely and efficiently 本文不对主体结构进行研究,而是通过对主体结构变形和层间位移的分析,提出层间位移角与非结构构件的性能水平的关系。
	5.	On the base of codes in 1989 , a series of seismic measures are improved in new codes , such as limit of inner - storey drift angle , minimum reinforced rate , column - beam moment magnification coefficient and moment magnification factor at the column base , etc 在89规范的基础上，本次规范修订进一步提高了包括层间位移角限值、最小配筋率、柱一梁级差系数等等在内的一系列抗震设计措施。
	6.	Storey drift and damage index were the two criteria to evaluate the severe level . the example confirmed the accuracy of the method put forward in this paper , the method can be applied to the actual structural design 计算结果显示，按本文方法所选波的层间位移角和损伤指数均明显高于el - centro波和taft波的计算结果。这也进一步证实了本文方法的正确性与有效性，可以应用于工程实际。
	7.	The appropriate maximum stories and the appropriate maximum height of buildings are determined by using the various of control index , such as period , shear - compression ratio , allowable value of drift angle etc when earthquake fortification intensity is 8 degree 用各项控制指标，如周期、剪压比、轴压比、层间位移角等进行对比分析，给出在8度区该结构的最大可建造层数和最大适用高度。
	8.	By analyzing the difference of the result between idaff and tat , it can be concluded that : the result on the rotation of inter - story displacement complied the codes is on the high side under the minor earthquake and is possible on the low side under the major earthquake 通过分析idaff与tat结果的差别，得出：规范的弹塑性动力分析的层间位移角计算结果在多遇地震作用下是偏大的，在罕遇地震作用下有可能偏小。
	9.	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。
	10.	With static elasto - plastic analysis method , the mrs behavior different from shear wall structure in intense earthquake is obtained . the basic way employing displacement - based design method for the structure and points for attention in practical project design are indicated . based on the experimental and theoretical achievement and compared with the general rc structure systems , moderate high - rise mrs conceptual design principle , seismic design method and section requirement is stipulated ( 5 ) .中高层密肋壁板结构基于位移的抗震设计将基于位移的抗震设计思想引入结构设计之中，规定了密肋壁板结构满足不同性能要求的层间位移角限值，并应用静力弹塑性分析方法得出体系与混凝土剪力墙结构在大震作用下的不同反应特征。

Similar Words：

"位移检波器" Chinese translation, "位移检测器" Chinese translation, "位移检测装置" Chinese translation, "位移检验" Chinese translation, "位移检验器" Chinese translation, "位移界限" Chinese translation, "位移进动" Chinese translation, "位移近似" Chinese translation, "位移近似修改器" Chinese translation, "位移矩阵" Chinese translation