...筑；地震反应；竖向隔震；支座设计 ；节点处理。 [gap=595]Key words: the subway cover construction; The earthquake response; Vertical isolation; Bearing design; Node processing.
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地震反应谱 earthquake response spectrum ; seismic response spectrum ; response spectrum
随机地震反应 random earthquake response ; stochastic seismic responses
地震反应分析 seismic response analysis ; Earthquake Response Analysis ; Seismic Response Analysis Method
弹塑性地震反应 Elasto Plastic Earthquake Analysis ; elastic-plastic seismic response ; elasto-plastic earthquake response
结构地震反应 Structural Seismic Response ; seismic response of structure
非线性地震反应 nonlinear earthquake response ; nonlinear seismic responses
弹性地震反应 elastic earthquake response
水平地震反应 horizontal earthquake response
竖向地震反应 vertical seismic response
With this program , seismic response of middle and high isolated structures is analyzed and compared with that of fixed base structures .
利用该程序，对中低层和高层隔震建筑地震反应进行了分析，并比较固定基础建筑和基底隔震建筑在地震荷载作用下的反应特性，分析其隔震效果。
参考来源 - 基础磨擦滑移隔震结构分析First, soilearthquake responses are to be calculated. But there are many indeterminacy factorsin soil earthquake response analysis.
这些重要建筑的抗震设计要进行时程反应分析，然而目前的工程场地地震反应分析中存在着诸多不确定性因素，如何估计这些不确定的影响是一个亟待解决的问题。
参考来源 - 土层参数的随机性对场地传递函数的影响And the nonlinear effect of pile foundation on the seismic response of the pier and pile is analyzed.
根据时程分析结果,分析了地基非线性对桥墩和桩弹塑性地震反应的影响。
参考来源 - 桥梁结构非线性地震反应研究（支座摩擦·限位装置·基础非线性）Completing the earthquake response analysis of loess site with fissuresBuilding up the FEM soil models with fissures by the former skill.
研究了黄土地裂场地的地震反应。 在有限元土体模型中,利用本文的方法近似模拟构造了地裂缝缺陷,建立了黄土地裂场地的计算模型。
参考来源 - 黄土地裂场地桥梁结构地震反应分析·2,447,543篇论文数据，部分数据来源于NoteExpress
地震仪也被用来纪录地层活动，因为在火山附近会有地震反应。
Seismographs are also used to record ground movement with seismic sensors in place around the volcano.
用整体动力有限元方法分析桩周土及桩间距对桩基地震反应的影响。
The influence of seismic response on piles due to pile-surrounding soil and spacing between adjacent piles was studied with the method of whole dynamic finite element under the seismic condition.
本文对高层钢结构MTLD地震反应控制优化设计方法进行了初步的探讨。
Discussion was made on the optimum design method for MTLD system to control the seismic responses of tall steel structures.
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