Chinese translation for "irregular structure"

不规则结构

Related Translations:

irregular:  adj.1.不规则的，无规律的。2.非正规的；非正式的；法律上无效的。3.不合常规的，不正当的。4.不整齐的；参差不一的。5.【语法】不规律变化的。6.〔美国〕(商品)等外的，有小缺陷的。短语和例子be irregular in one's attendance 不时缺席。 an irregular curve 不规则曲线；曲线板。 an irregular liner 不

irregular pick:  纬疵

irregular dislocation:  不规则位错

irregular dominance:  不规则显性

irregular traverse:  络交不正

irregular wear:  不均匀磨耗不均匀磨损

irregular dietary:  饮食不定时

irregular slope:  不均匀坡

irregular forces:  非正规部队

irregular profile:  不规则外形

Example Sentences:

	1.	Inspiration from garment designing with irregular structure 灵感于不规则结构造型的服装设计
	2.	The calculation result shows that the capacity spectrum method can also be used to evaluate the performance of the irregular structures 计算表明能力谱方法同样可以适用于不规则结构体系的抗震性能评估。
	3.	This paper establishes a dynamic computational method for isolated structures with floorslab deformation , and the dynamic behavior of some irregular structures with or without isolation is analyzed in the case of floorslab deformation 摘要建立了考虑楼板变形时的隔震结构动力计算方法，并针对非规则结构中几种需要考虑楼板变形的情况，进行了隔震前后的动力性能计算分析研究。
	4.	An improved distribution method of the horizontal lateral forces to the planar structures and a new one to the structures with torsional responses are presented . the example of the pushover analysis testifies the validity and feasibility of the studied distribution method , and the potentiality of the use of static pushover analysis method to irregular structures is also proved . the capacity spectrum method of the structural performance evaluation is discussed in this paper 对钢筋混凝土结构静力推覆分析( push ? over )的研究，主要讨论了静力推覆分析中水平侧向力的分布形式，提出了一种平面结构的改进水平侧向力分布形式和楼层平面出现不可忽略扭转反应的空间结构的水平侧向力分布方法，并用推覆分析实例验证了所提出的水平侧向力分布形式的正确性和可行性以及静力推覆分析适用于不规则结构的可能性，同时也验证了结构变形控制抗震设计方法的合理性。
	5.	As to the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally 对于不规则结构，我国目前事实上只能做到一阶段设计，我国现行规范中有关抗扭设计的方法在设防地震和罕遇地震作用下的效果到底如何，有待通过三维非线性地震反应模拟给出一些定量的分析。
	6.	On theory , based on the latest research of the international neuro - physiologist and psychologist on no , we detail several important results highlighting the role of source structure in the diffusion process , such as point source , hollow sphere source and irregular structure . second , we have had a advanced research on self - organizing feature maps . and some qualities of sofm have been analyzed 理论地，在国际神经生理学、心理学与医学关于内源性一氧化氮( no )最新研究的基础上，深入分析一氧化氮的非局部扩散递质和逆转录信使的特性，同时针对模型的不同结构(包括对称形状和不规则形状)给出仿真结果。
	7.	At present , functions and forms of buildings trend towards diversification , plane and set up surface irregular already quite general structure even more , outstanding to torsion effect question , it is more nessary to go on and assess and prove safely to code design method even more . as far as the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally 当前，建筑物的功能和形式更趋多样化，平面及立面不规则结构已相当普遍，扭转问题更加突出，更需要对规范的设计方法是否足够安全进行评估和验证。对于不规则结构，我国目前事实上只能做到一阶段设计，我国现行规范中有关抗扭设计的方法在设防地震和罕遇地震作用下的效果到底如何，有待通过三维非线性地震反应模拟给出一些定量的分析。
	8.	Now , simplified calculating methods of vertical frame and horizontal framed bent for plate structure are mostly used in this structure design . for the complex distribution of quality and rigidity of this structure , the calculating method of space turning coupled pair should be considered as a complemental checking calculation for this kind of irregular structure 该类结构设计目前大多采用纵向框架、横向框排架的平面结构简化计算方法,由于该类结构质量和刚度分布复杂,对于此类不规则结构尚应采用考虑空间扭转耦联的计算方法进行补充验算。
	9.	The concept of the equivalent mode and the modal participation coefficient is introduced when the regulation structures are studied . as to the vertical irregular structural systems , the inter - story capacity spectrum method is used and the strength reduction coefficient 77 is put forward when the capacity method is used to evaluate the performance of the torsional irregular structures 对于扭转不规则结构体系，引入与结构偏心矩大小和结构平面整体尺寸有关的强度降低系数叮来考虑结构的扭转效应，选取结构的基底剪力和边轴线的最大反应位移为参数，应用能力谱方法进行抗震性能评估。
	10.	Referring to three kinds of plan irregularity , structures individually with four kinds of irregularity as eccentricity in one direction , eccentricities in two directions , re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures . the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed , some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings . it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout , the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout , the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as 所取得的主要结论有：结构的扭转效应与《抗震规范》所采用的扭转不规则指标即偏心扭转角之间的相关性较差，偏心扭转角不宜作为判断结构是否计及扭转效应及需考虑双向水平地震作用的界定指标；对于楼层间均匀偏心的多层单向偏心结构，建议采用相对偏心距作为需考虑双向水平地震作用的界定指标，并给出针对不同平面尺寸的界限相对偏心距；对于楼层间均匀偏心的多层双向偏心结构，建议采用两个主轴方向的相对偏心距及其夹角作为界定指标，结合单向偏心结构的界定方案进行需考虑双向水平地震作用的结构范围界定；凸凹不规则结构的扭转效应与凸凹比例无正相关关系， 《抗震规范》要求所有平面布置不对称的凸凹不规则结构计及扭转效应的规定欠妥当，建议凸凹不规则界限值从30改为15 ，只要求分析采用空间模型比较合适； 《抗震规范》关于有效楼板宽度较小的结构需计及扭转效应的规定很有必要，楼板局部不连续的结构需采用符合楼板实际刚度的计算模型予以分析，可使用相对偏心距（及其夹角）参照单向（和双向）偏心结构的界定方案，界定楼板局部不连续结构是否需要计入双向水平地震作用下的扭转效应。

Similar Words：

"irregular spectral line shift" Chinese translation, "irregular spiking" Chinese translation, "irregular spiking activity" Chinese translation, "irregular stock movement" Chinese translation, "irregular stocking" Chinese translation, "irregular style" Chinese translation, "irregular surface" Chinese translation, "irregular surface reaction" Chinese translation, "irregular target" Chinese translation, "irregular tax" Chinese translation