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首页> 外文期刊>Journal of Civil Engineering and Science >A Comparative Study on Nonlinear Static and Dynamic Analysis of RC Frame Structures
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A Comparative Study on Nonlinear Static and Dynamic Analysis of RC Frame Structures

机译：RC框架结构非线性静动力分析的比较研究。

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Both static and dynamic analysis methods, which may be linear elastic or nonlinear, are used for structural analysis of structures. In nonlinear analysis methods, geometric nonlinearity and behaviour of material beyond linear elastic limit are taken into consideration. Artificial or recorded ground motions are used in nonlinear dynamic analysis, which are also known as nonlinear time history analysis. In this study, both linear and nonlinear dynamic analyses of six and ten-story RC frame structures, which are primarily designed according to Turkish Seismic Design Code, are performed by using seven ground motions recorded at different soil sites of Turkey. However, nonlinear static analyses or so-called pushover analyses of frames are carried out. Base shear forces and interstory drift ratios are obtained as analysis results and the comparison of above mentioned methods are made by using these analysis results.
机译：静态和动态分析方法（可以是线性弹性或非线性）都用于结构的结构分析。在非线性分析方法中，考虑了几何非线性和超出线性弹性极限的材料行为。人工或记录的地面运动用于非线性动力分析，也称为非线性时程分析。在这项研究中，主要根据土耳其地震设计规范对六层和十层RC框架结构进行线性和非线性动力分析，方法是使用在土耳其不同土壤地点记录的七个地面运动进行分析。但是，进行了框架的非线性静态分析或所谓的推覆分析。获得基础剪力和层间位移比作为分析结果，并利用这些分析结果对上述方法进行比较。

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