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Verification of Nonlinear Numerical Analysis for Seismic Response of Single Degree of Freedom Structure with Shallow Foundation

机译：浅埋基础单一自由结构地震响应非线性数值分析的验证

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Yun-Wook Choo; Jin-Sun Lee; Dong-Soo Kim;
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年度 2013
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1. Seismic response analysis of single-degree-of-freedom yielding structures with fluidic self-centering systems [J] . Kitayama Shoma, Constantinou Michael C. Engineering Structures . 2016,第octa15期

机译：具有流体自定心系统的单自由度屈服结构的地震响应分析
2. A simplified Nonlinear Sway-Rocking model for evaluation of seismic response of structures on shallow foundations [J] . Lu Yang, Marshall Alec M., Hajirasouliha Iman Soil Dynamics and Earthquake Engineering . 2016,第FEBa期

机译：浅层基础上结构地震反应评估的简化非线性摇摆晃动模型
3. A simplified Nonlinear Sway-Rocking model for evaluation of seismic response of structures on shallow foundations [J] . Lu Yang, Marshall Alec M., Hajirasouliha Iman Soil Dynamics and Earthquake Engineering . 2016,第Feba期

机译：浅层基础上结构地震反应评估的简化非线性摇摆晃动模型
4. Numerical Investigation of Dynamic Properties of Scoured Shallow Foundation and Impact on Seismic Response of Structures [C] . ZhiQiang CHEN, Xuan GUO 6th international conference on scour and erosion : Book of abstracts . 2012

机译：冲刷浅基础动力特性及其对结构地震反应影响的数值研究。
5. Nonlinear winkler-based shallow foundation model for performance assessment of seismically loaded structures [D] . Raychowdhury, Prishati 2008

机译：基于非线性Winkler的浅基础模型用于地震荷载下结构的性能评估
6. A Parametric Study of Nonlinear Seismic Response Analysis of Transmission Line Structures [O] . Li Tian, Yanming Wang, Zhenhua Yi, -1

机译：传输线结构非线性地震响应分析的参数研究
7. Verification and Expansion of Single-Degree-of-Freedom Transformation Factors for Beams Using a Multi-Degree-of- Freedom Non-Linear Numerical Analysis Method [O] . Takayuki Yokoyama 2011

机译：利用多自由度非线性数值分析方法验证和扩展梁的单自由度转换因子
8. Response of Multidegree-of-Freedom Systems with Quadratic and Cubic Nonlinearities to Harmonic Excitation, with Application to a Shallow Arch. 1. Single-Frequency Excitation [R] . Mook, D. T. , Plaut, R. H. , HaQuang, N. 1983

机译：具有二次和三次非线性的多自由度系统对谐波激励的响应及其在浅拱中的应用。 1.单频激励

Verification of Nonlinear Numerical Analysis for Seismic Response of Single Degree of Freedom Structure with Shallow Foundation

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