然而，长时间的气味刺激可以产生更持久的反应减少，可能涉及中枢神经系统通路的高层结构。
Prolonged odor stimulation, however, could produce more long-lasting reductions in response, possibly involving structures higher in the central nervous system pathway.
下图显示了流程的高层结构。
所给的这两种高层结构的计算公式简单明了。
The suggested formulae for calculating those two high rise structures are simple and clear.
由于此步骤，我们可以根据所发现的分组拟定出代码的高层结构。
As a result of this step, we can sketch the high-level structure of the code according to the discovered grouping.
介绍了一栋不规则的高层结构的设计情况及其结构计算过程。
The structural design and calculation process of one irregular high rise building is introduced.
针对高层结构托梁拔柱工程进行简化建模以提高非线性计算效率。
This paper analysed and introduced engineering techniques in the process of rebuilding, including joist and brace columns and structures reinforcement.
高层结构、高拱坝等重大建筑结构一旦遭受破坏，后果将相当严重。
Once the great important structure, such as high building, high dam undergo destroyed, the effect will be quite serious.
研究结果表明：地震的摇摆分量对高层结构的位移影响较大，不可忽视。
The results show that rocking component of ground motions has great effects on high-layer building, which should not be neglected.
概述了高层结构的分析方法，给出了高层结构计算的两种波前法计算过程。
After analysing the tall building structures summarized, two wave front solution programs calculating that are designed.
通过高层结构弹性和非弹性地震时程反应分析，研究了两者的位移反应关系。
In this paper the relationship between the elastic and inelastic seismic displacement responses of high-rise buildings is studied by time history response analysis.
在归纳大量典型算例的基础上，总结出多高层结构抗剪扭的一些内力分布特征。
Some internal force distribution features of tall building structure are concluded on the basis of a great quantity of typical calculated examples.
本文提出了一种用于筒体高层结构弹塑性地震反应分析的杆系——柱壳计算模型。
A calculation model of bar system-cylindrical shell to be used for elastoplastic analysis of earthquake response of reinforced concrete tube structures is given in the thesis.
带地下室高层结构的嵌固端选择是否合理，直接影响到工程造价，结构的安全性等。
How to choose the partial fixing of the tall-building with basement is very important which will affect the cost, structure security and so on.
本文对钢筋混凝土高层结构进行了推覆分析研究，并编制了相应的推覆分析计算机程序。
In this paper, the study of pushover analysis and corresponding computer program for RC tall structures is carried out.
高层结构风振控制的优化分析技术是结构风工程中一个至今尚未得到合理有效解决的重要问题之一。
Optimum analysis technique for wind-induced vibration control of high-rise buildings is an important yet unsolved problem in structure wind engineering.
他的科研团队研发了先进的阻尼技术如粘弹性耦合阻尼器及弹塑性装置，用于高层结构的抗风和抗震。
His team has also developed advanced damping technologies such as viscoelastic coupling dampers and viscoelastic-plastic devices for both the wind and seismic protection of high-rise buildings.
本文研究随机风振空间相关性的影响，导出了针对高耸高层结构考虑空间相关性的风振计算有关公式。
In this paper, the effect of spatial correlations of wind-excited random vibration is studied and the corresponding formulas for towers and tall buildings are presented.
尤其是对于高层、超高层结构、高耸结构以及大跨度桥梁和建筑结构，风荷载往往是起控制作用的荷载。
Especially for high-rise buildings, super high-rise buildings, tower structures and long span Bridges and structures, wind load often ACTS as the control one in all kinds of loads.
此外，文中对国内外高层结构建筑，为抵抗风力引起的振动影响而采用的结构控制方法，作了较细的介绍。
In addition, the author introduces in detail several structural control methods to prevent vibration effect acted on highrise steel structure building caused by wind force.
最后通过算例，将计算结果与参考结果相比较，充分验证了蒙皮效应在高层结构中可有效控制建筑物的侧移。
An example is given to compare the presented method and the methods in related literatures, which shows that the membrane can effectively control the side-displacement of building.
强调了高层结构抗震概念设计的重要性，讨论了避免类共振、扭转破坏以及转换层和加强层设计中必须注意的问题。
The importance of seismic conceptual design and the prevention of quasi - resonance and torsional damages of high - rise building under strong earthquake are ernphasized.
鉴于此，本文基于物理随机系统的基本观念，深入开展了随机风场的研究和高耸、高层结构的抗风动力可靠性研究。
Herein, researches on wind stochastic field and the dynamic reliability of wind-excited high-rise buildings are carried on thoroughly based on the basic idea of physical random system.
强调了高层结构抗震概念设计的重要性，讨论了避免类共振、扭转破坏以及转换层和加强层设计中必须注意的问题。
The importance of seismic conceptual design and the prevention of quasi - resonance and torsional damages of high - rise building under strong earthquake are emphasized.
传统的高层混凝土结构重力二阶效应分析大多是近似方法，对于实际高层结构，这种近似分析方法会带来较大差错。
Traditional analyses of gravity second order effect for tall concrete structures are basically approximate. This approximate method will bring obvious errors.
随着微机局部网络(LAN)产品的不断增加，LAN的体系结构，尤其是其高层结构的标准化已提到的议事日程上。
Along with the increase of microcomputer Local Area Network (LAN) products, the standardization in the architecture of LAN, especially in high layers, is under investigation.
结合橡胶支座基础隔震和调谐质量阻尼器的研究成果，提出了在超高层结构中应用非线性＂调谐质量阻尼器＂的减震技术。
It shows non-linear TMD damping-isolation technology in the super high-rise structure on the basis of research results of rubber bearing and tuned mass damper.
结合橡胶支座基础隔震和调谐质量阻尼器的研究成果，提出了在超高层结构中应用非线性＂调谐质量阻尼器＂的减震技术。
It shows non-linear TMD damping-isolation technology in the super high-rise structure on the basis of research results of rubber bearing and tuned mass damper.
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