seismic analysis的例句大全

Polarization analysis of three-component seismic data

三分量地震资料的偏振分析

Seismic phase analysis in Telemetry Network

遥测台网的震相分析

The Pseudo-dynamic Testing Method for Block Composite Masonry Walls and the Analysis of Seismic Performance

砌块组合墙体的拟动力试验方法及抗震性能分析

In this paper, the time history analysis method is used to analyze on seismic response of structure subjected to uniform support excitation and multiple support excitations.

时程分析方法可直接求解结构在地震荷载输入下的反应而被广泛的应用。

The seismic response analysis model of thin wall space aqueduct with fluid-structure coupling is established.

建立了考虑槽身和槽内水体流固耦合的渡槽薄壁结构梁段有限元动力分析模型。

Effectiveness Analysis on Some Seismic Location Programs for Near Shock Used in Lanzhou District Digital Telemetered Seismic Network

兰州区域数字地震遥测台网常用近震定位程序的定位效果分析

Based on the seismic response analysis of response spectra, time history analysis method, select the El-Centro wave seismic response analysis carried out.

基于地震反应反应谱分析、时程分析法，选取El-Centro波进行了地震反应分析。

First, the time history analysis method and finite element method of the seismic stability of slope are introduced.

首先，对边坡地震动力时程反应分析方法和本文所用的边坡有限元分析方法做了介绍。

Based on core observation, thin section and imaging logging analysis, the typical distinguishing marks and genesis of seismic disaster event in arenaceous-pelitic sediments, Shahejie formation of Paleogene in Jiyang depression were discussed.

应用大量岩心、薄片和成像测井分析资料，对济阳坳陷古近纪沙河街组砂泥质沉积中地震灾变事件的典型识别标志及其成因进行了研究。

Elasto-plastic time history analysis and seismic behavior evaluation on a complex high-rise building structure

某复杂高层建筑结构弹塑性时程分析及抗震性能评估

By using seismic response spectrum and time history analysis method, the structure dynamic characteristics and deformation properties of main-building and connected structure are analyzed.

本文采用地震反应谱分析和时程分析方法，分析了主体和高位连接体结构的动力特性，结构变形特点。

The effects of horizontal and three directional seismic load were considered. 3 、 Using time history analysis method in seismic response analysis, draw some conclusions.

分别考虑了水平方向的地震荷载作用和三向地震荷载作用。3、利用时程分析方法进行了地震响应分析。

Finally, according to a thin rock section analysis in the laboratory, sedimentary facies analysis, logging data analysis and the reef-complex seismic data interpretation, the authors think that the seismic abnormity is effected by the Carbonic-Devonian organic reef clusters.

然后，通过实验室薄片分析、沉积相分析、测井研究、礁复合体的地震解释等研究工作，最终认为其地震异常为石炭-泥盆系生物礁群的反映。

The curves of structural seismic total input energy, hysteretic dissipated energy and damping energy are obtained using time history analysis method to analyse elastic-plastic structural.

通过结构弹塑性地震反应分析的时程分析法，可以计算出结构地震总输入能及结构阻尼耗能和滞回耗能的时程曲线。

The plate cone reticulated shell is analyzed on seismic responses with mode decomposition response spectrum and time history analysis method, some important conclusions are obtained for practical design.

分别采用振型分解反应谱法和时程分析法对板锥网壳结构进行了地震响应分析，得出了可应用于工程实践的重要结论。

Adopted simplified pile model and multi-segment beam element model, the seismic response of a frame structure supported by some isolated piles is analyzed by time history analysis method.

通过大量的数值分析结果，总结了土-结构相互作用效应对结构地震反应影响的规律。

Finally, three types of seismic response analysis methods considering multi-component multi-support seismic effects are compared. The three methods are spectrum analysis method, time history analysis method and random vibration analysis method.

最后比较了大跨度结构考虑多维多点输入的抗震计算方法，包括反应谱法、时程分析法以及随机振动分析法。

And it is also illustrated that pushover method can be employed to assess seismic vulnerability of jacket platforms by comparison of structural capacity spectra between dynamic time history analysis method and push-over analysis method.

通过比较pushover分析方法及动力时程分析方法建立的结构能力曲线、节点位移、塑性铰分布等，证明了pushover方法在导管架海洋平台结构抗震性能评价工作中是可行的。

And the structure styles and combinatorial features of study area is illustrated through the seismic profile interpretation and analysis of regional tectonic pattern.

在地震剖面解释及区域构造格局分析的基础上，论述了研究区构造样式及其结合断裂样式的演化特征；

Based on geometrical non-linear finite element method and time history analysis method, the theory of using MR damper to control seismic response for long-span bridge is established and simulation analysis of bridge structure with MR damper is completed.

本文基于几何非线性有限元计算理论，采用时程分析方法，将磁流变阻尼器应用于大跨度桥梁的减震研究，实现了桥梁结构&磁流变阻尼器系统的全仿真分析，是一项全新的探索。