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1)  "Earthquake response time
地震响应时间
2)  seismic time-history response
地震时程响应
1.
Two acceleration time-history curves Tianjin wave and EL-Centro wave are chosen to analyze seismic time-history response by using uniform excitation and traveling-wave excitation.
选用天津波和EL-Centro波两种加速度时程曲线,采用一致激励和行波激励分别进行地震时程响应分析。
2.
The seismic time-history response of large aqueduct is also studied under three operating conditions with input of EL-Centro wave,Taft wave and Tianjin wave respectively.
并计算了大型渡槽结构在3种工况分别输入EL-Centro、Taft、天津地震波3种地震波作用下的地震时程响应。
3)  seismic response
地震响应
1.
Analysis on seismic response of special cavernous structure of carbonate;
碳酸盐岩特殊孔洞型构造地震响应特征分析
2.
Research on petrophysical parameters and seismic response models of He 8 formation;
盒8地层岩石物理参数及地震响应模型研究
3.
Sedimentary facies and seismic responses in the Upper Jurassic Suining Formation,Luodai Gas Field;
洛带气田上侏罗统遂宁组沉积相及含气地震响应特征
4)  earthquake response
地震响应
1.
Non-classical mode superposition method for earthquake response of a reinforced concrete building with a steel tower atop it;
非经典振型分解法求混凝土房屋及其上钢塔的地震响应
2.
Magneto-rheological(MR) dampers semi-active control of earthquake response for elevated bridge;
高架桥梁地震响应磁流变阻尼器(MR)半主动控制
3.
Dynamic property and earthquake response analysis of cable-strut-supported shell structure;
张弦网壳结构的自振特性及地震响应分析
5)  seismic responses
地震响应
1.
Nonlinear seismic responses of arch dams with joins;
带横缝拱坝的非线性地震响应
2.
Study on the Seismic Responses and Shock Absorption Technique of Self-anchored Suspension Bridges;
自锚式悬索桥地震响应分析和减震措施研究
3.
The three dimensional FEM models are constructed to analyze the effects of raft thickness on the vibration characteristics and seismic responses of the twin-towers high-rise building structures with enlarged base,and the dynamic soil-structure interaction is incorporated in the analysis as well.
考虑土-结构动力相互作用,建立了双塔楼大底盘高层建筑动力响应分析的三维有限元模型,研究了筏板厚度变化对结构振动特性和地震响应的影响。
6)  response of earthquake
地震响应
1.
This dissertation take example of Rongzhou Bridge in Yibin acrossing Jinsha river, according to the variety of construction load, calculation and analysis of the construction process is performed with the help of the FEM software, the whole process of construction is simulated and the response of earthquake is analysed.
本文以宜宾金沙江戎州大桥为实例,根据施工加载程序的变化,运用有限元软件对该拱桥的施工过程进行了计算分析,对这座拱桥的施工全过程进行模拟仿真,并在此基础上对该桥进行地震响应分析。
补充资料:时间响应
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性质:衡量主放大器记录脉冲信号的时间特性快慢的一个指标。一般主放大器设有0.25、1、2、4、8和12μs的6档时间常数,以适应强度不同的放射源的探测。时间常数小,表示可允许记录的计数率高,但往往会影响能量分辨率,反之亦然。为此在实际工作中需在时间响应常数和能量分辨率两者之间作折中选择。

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