complex mode中文是什么意思

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中文翻译
造句

复模态

complex adj. 1.复杂的，错综的。 2.合成的，综合的；【化 ...
mode n. 1.法，样，方法，方式。 2.模，型；样式，体裁， ...
complex of complex复合复合体
a mode a型; 光圈优先
a-mode a型
in mode 正流行
mode n. 1.法，样，方法，方式。 2.模，型；样式，体裁，款式；习惯。 3.风尚；〔the mode〕流行，时髦。 4.【语法】＝ mood. 5.【音乐】(古希腊的)旋法调，(近代的)调式。 6.【逻辑学】程式，样式，论式；【统计】众数。 all the mode 非常流行。 become the mode 流行起来。 in mode 正流行，新式。 out of mode 不流行，老式。
complex complex 结合建筑群
complex reaction; complex response 复合反应
inferiority complex complex of inferiority自卑情结
nonlabile complex (= inert complex) 非易变错合物；惰性错合物
access mode feeder mode 接驳运具
cl-mode connectionless mode 无连接方式
inertial mode of navigation mode 惯性导航工作状态
slow mode of motion mode 慢速运动型
standby mode of operation mode 应急备用工作状态
stereo mode or dual mode 立体声模式
a guilt complex 犯罪情结
a unit in such a complex 共同管辖区
abcell complex 抽象胞腔复形
aberrant complex 异常复合波
absorbing complex 吸附复合体; 吸收性复合体
absorption complex 吸附性复合体

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例句与用法

A study on educational theory in viewpoint of the complex mode of thinking - a reflection on mode of thinking in study on educational theory study of complexity is an intersecting field in contemporary scientific study with great achievements , which tends to shift from natural science to social one
复杂性研究是当前科学研究的一个交叉领域，研究成果也非常丰硕。 (在国际互联网输入关键词“复杂性”进行搜索，出来的相关内容达11万条之多。 )从当前复杂性研究的趋势看，它已经开始从自然科学领域转向社会科学领域。
This paper uses of the actual mechanics form , cantilever bending stiffness is adopted in the mega structure , however shearing stiffness in the sub structure . based on the complex mode theory , this paper gains the expression of dynamical response of the system based the model of municipal no . l building of tokyo city and analyses the affection of the main parameters ( stiffness and damping ) on the two configurations ( sustaining type and hang type ) . the results indicate that the rational stiffness of the sub structure can control the deformation of the mega structure perfectly , but the acceleration of the sub structure increases at the same time
本文采用了更接近实际的力学模型，主结构采用弯曲刚度，子结构采用剪切刚度，利用随机振动复模态理论，推导了巨型框架减振结构的动力响应表达式，并以日本东京市政一号楼为基本模型，讨论了巨型框架减振结构两种结构形式(座承式和悬挂式)的主要参数(刚度和阻尼)对减振效果的影响，结果表明：与普通巨型框架结构相比，减振结构通过合理选择子结构刚度，可以较好的控制主结构在顺风向脉动风作用下的位移响应，从而提高结构的安全性，但与此同时，子结构自身的加速度响应也有了一定程度的提高。
The obtained results do not support a major gene for body mass index in chinese , the discrepancies between our study and previous studies may result from ethnic difference between chinese and other populations ; the general model provides the best fit to the data , while the environmental model is the second parsimonious model , perhaps due to complex mode of body mass index inheritance ; a moderate heritability estimate is found for body mass index ( h2 = 0 . 313 ) , lower than that of other populations , this is presumably due to the fact that aside from the influence of genetic bases , body mass index is strongly influenced by environmental factors and that there is a low proportion of obese individuals in samples ( only 4 . 1 % individuals have body mass index > 30 )
分离分析的结果表明， ( 1 )体重指数不存在主基因分离，不同于在其他非中国人群中检测的结果，说明存在种群差异性； ( 2 )一般模型提供了最合适模型，环境模型是次之的严格模型，可能由于体重指数遗传模式的复杂性所致； ( 3 )中国人群中体重指数具有适中的遗传率( h ~ 2 = 0 . 313 ) ，低于其他人群中的结果，这是由于体重指数除了受遗传因素影响外还受环境因素影响及样本中低比例的肥胖个体( 4 . 1的个体bmi 30 )的原因。
The problem of non - classically damp , after the structure ' s damp and linear water ' s damp are added up , are solved by way of complex mode transformation , and the dynamic responses of a offshore platform are studied under the circumstances of thinking about the mutual effect or not
复模态变换解决结构阻尼与线性化后的水阻尼迭加后不具有经典阻尼的特点而产生的计算问题，针对某典型钢质海洋平台在考虑和不考虑波浪力与平台结构相互作用的两种情况下，进行了动力响应数值分析和研究。
Based on the complex mode analysis theory of random vibration , the computational formulas of evolutionary spectral density of the internal force for tall tv tower under three dimensional non ? stationary seismic excitation have been derived , and the properties of the evolutionary spectral density of the internal force for luoyang tv tower and the dongfang mingzhu tv tower in shanghai have been studied
本文采用随机振动复模态理论，推导了三维非平稳地震载荷作用下电视塔结构的内力演变谱密度计算公式，并对洛阳电视塔、上海东方明珠电视塔的内力演变谱密度特性进行了计算研究。
Then a simplified computational modal of damping isolation systems is established for a platform structure , and the relationships between the parameters of isolation layer and structural damping ratio , including their vibration - suppressed effect on the whole structure and the relative displacement of isolation layer are studied , and the simulation analysis under several representative load case of random wave force and earthquake affairs is performed . under random wave force , using complex mode theories , non - classically damp problems considering the interaction between the structure and wave , lying in deepwater , are studied . and the resolution solution of structural response are achieved . the results of calculating and analysing show that adding damping isolation to a jacket is an effective way to reduce vibration for offshore platforms
针对某一典型平台结构，建立了海洋平台结构阻尼隔振体系简化计算模型，进行了波浪荷载工况和地震工况的数值模拟，研究了隔振参数与结构阻尼比的关系以及它们对结构整体和隔振层层间相对位移的控制效果，运用复模态理论研究了位于较深水位的固定式导管架海洋平台在随机波浪力作用下考虑结构与波浪相互作用时运动方程中非经典阻尼的解耦问题，获得了结构响应的解析解。
Abstract : based on the complex mode analysis theory of random vibration , the computational formulas of evolutionary spectral density of the internal force for tall tv tower under three dimensional non ? stationary seismic excitation have been derived , and the properties of the evolutionary spectral density of the internal force for luoyang tv tower and the dongfang mingzhu tv tower in shanghai have been studied
文摘:本文采用随机振动复模态理论，推导了三维非平稳地震载荷作用下电视塔结构的内力演变谱密度计算公式，并对洛阳电视塔、上海东方明珠电视塔的内力演变谱密度特性进行了计算研究。