1、

The response spectrum method of computing seismic response and the time-history analysis method have similar analysis result.

必分别采用振型分解反应谱法和时程分析法进行地震作用计算,两种方法所得结果基本一致。

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2、

The seismic response analysis of a long-span suspension bridge is undergone by means of the seismic response spectrum method and the linear/ nonlinear seismic time-history dynamic method.

对一座大跨度悬索桥进行了地震反应谱分析和线性、非线性的地震时程分析,并在此基础上对该桥进行了抗震性能验算。

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3、

In this paper, response spectrum method and linear time-history method are used to analyze aseismic property of this bridge. Results show that this bridge has excellent aseismic property.

分别采用反应谱法和线性时程法对其进行了抗震分析,结果表明,本桥能够满足抗震要求。

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5、

The application of the single-ground-motion analysis method shall meet the requirements of envelop of the power spectral density as well as fitting of the target response spectrum.

采用单组人工时程分析法不仅需要匹配目标反应谱,而且要满足功率谱密度的包络要求。

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6、

This paper systematically analyses the basical principle of static force method, response spectrum method and time-history analysis method as well as their implement procedures and scope of application.

系统地分析了静力法、反应谱法以及时程分析方法的基本原理、实施步骤以及适用范围,并最终选取了时程分析方法。

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7、

Several seismic input models of power spectrum corresponding to the target response spectrum are studied and used to frequency response analysis of single-degree-of-freedom system.

将几种地震动功率谱输入模型换算成和目标反应谱相对应的地震动输入,并应用于单自由度体系分析。

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8、

Artificial Ground Motions Compatible with Both Specified Peak Displacement and Target Response Spectrum

拟合峰值位移与目标反应谱的人造地震动

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9、

The Source of Response Spectrum Peak and Drawback of Acoustic Noise Test Spectrum

响应谱峰值来历与噪声试验谱的缺陷

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11、
12、

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。

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13、

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。

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14、

A review of shock response spectrum test standard

冲击响应谱试验规范述评

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15、

The theoretical calculation method of frequency response spectrum of acceleration and basic parameters of pendulum shock testing machine

摆锤式冲击试验机的加速度频率响应谱及基本参数计算式

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16、

And the seismic response analysis is made with response spectrum method and time history analysis method, and the structural earthquake resistant behaviors are verified. Based on the seismic checking calculation, some reasonable advises are proposed for anti-seismic design of structures.

然后采用反应谱方法和时程分析法对结构进行了地震反应分析,验证了结构的抗震性能,通过抗震验算,为结构抗震设计提出了合理建议。

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17、

A new method which improves the fitting accuracy of artificial time history of ground motion to the target response spectrum by superimposing narrowband time histories in the time domain is proposed.

提出了一种在时域内叠加窄带时程的方法以提高人造地震动时程对目标反应谱的拟合精度。

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18、

Mode analysis response spectrum method and elasticity time-history method were used to calculate earthquake effect for three structures, and the result of time-history analysis adopt envelope of the maximum value.

对三种结构分别采用振型分解反应谱法和弹性时程分析法计算地震作用效应,时程分析结果取最大值的包络。

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19、

Based on the analysis of natural vibration character, this paper studies the seismic response of cable-stayed and self-anchored suspension bridge is analyzed by the response spectrum method and time-history method.

在自振特性分析的基础上,通过反应谱法和时程分析法计算了自锚式吊拉组合索桥的抗震反应。

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20、

Using time-history analysis and response spectrum analysis for the actual project.

对工程实例进行结构的时程分析和反应谱分析。

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