提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
The seismic response analysis method of transmission tower in consideration of pile-soil-structure dynamic interaction is presented.
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
土层地震反应分析方法的研究是目前岩土地震工程研究领域的重要内容。
The study of the methods of soil layers seismic response analysis is an important content in geotechnical earthquake engineering study fields now.
振型分解反应谱法已成为各国抗震规范中最为成熟的结构地震反应分析方法。
Response spectrum analysis has become the mo st sophisticated seismic analysis method in codes for seismic design in the world.
对于钢筋混凝土结构的弹塑性地震反应分析方法可以分为微观方法和宏观方法。
The structural analytical method of elastic-plastic earthquake responses can be separated into macroscopic method and microscopic method.
对于规则桥梁，可用简化的弹塑性地震反应分析方法进行延性抗震的设计和验算。
Regular Bridges' ductile earthquake-resistance design and checking calculation could be made by simplified analytic means of elastic-plastic earthquake response.
工程上广泛应用的现行土层地震反应分析方法即为借助快速傅里叶变换和迭代法的等效线性化频域方法。
The current widely used methods of seismic response analysis for soil layers in engineering are equivalent linearization frequency domain method which is based on FFT and iterative method.
本文详细地研究了土与结构相互作用体系随机地震反应分析方法，并对该方法的实际应用中的一些问题提出了作者的一些见解和处理方法。
The random response method for soil-structure interaction system is studied systematically at this dissertation, and the Suggestions and treating methods about the practice application are proposed.
因此，本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法，旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。
So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.
使用反应谱方法，对斜拉管线桥体系进行了竖向地震反应分析。
By using the response spectrum method, analysis of vertical seismic responses for the cable - stayed pipe bridge system is carried out.
本文研究海底隧道体系在深部一个底面处给定的地震动作用下的反应分析方法。
In this paper, a method for seismic response analysis of undersea tunnel systems is presented.
并做了弹塑性地震反应分析。结果表明，对此类结构采用外包钢筋砼加固方法是合理可行的。
The elastoplastic seismic response is analysed, showing both the rationality and feasibility of strengthening structures of this type with reinforced concrete corers.
提出了P、SV波作用下层状土层地震反应分析的随机波动分析方法。
A random wave-theory analysis method is developed for the random seismic response analysis of layered soil sites under the P-and SV-wave excitations.
提出了SH波作用下层状土层地震反应分析的随机波动分析方法。
A new analysis technique, called random wave analysis method, is developed for the random seismic response analysis of layered soil sites under SH wave excitation.
本文结合大跨度桥梁抗震设计，系统地介绍了随机地震动场的模型以及随机地震动场多点激励下大跨度桥梁地震反应分析的方法。
In this paper, based on earthquake-resistant design of long-span Bridges, the patterns of random earthquake ground motion and the methods of seismic response analysis for long-span...
目前大坝抗震分析中，主要采用地震波垂直入射的方法进行高坝地震波动反应分析。
At present, the vertical incidence of seismic wave is considered in the seismic response analysis of arch dam.
本文提出了土坝二维随机地震反应分析的一种快速精确的复反应计算方法。
In this paper, the authors present a fast and accurate complex response numerical method for 2 -d random earthquake response analysis of earth dam.
两种模拟方法可应用于带支撑结构的地震反应分析和设计。
The proposed two models can be used in analysis and design of a structure system containing braces under earthquake excitation.
本文结合大跨度桥梁抗震设计，系统地介绍了随机地震动场的模型以及随机地震动场多点激励下大跨度桥梁地震反应分析的方法。
In this paper, based on earthquake-resistant design of long-span Bridges, the patterns of random earthquake ground motion and the methods of seismic response analy...
本文结合大跨度桥梁抗震设计，系统地介绍了随机地震动场的模型以及随机地震动场多点激励下大跨度桥梁地震反应分析的方法。
In this paper, based on earthquake-resistant design of long-span Bridges, the patterns of random earthquake ground motion and the methods of seismic response analy...
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