Related references
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Article
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A. F. Fayez et al.
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Article
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M. G. Durante et al.
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P. Cacciola et al.
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Article
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Guillermo M. alamo et al.
Summary: This paper introduces a three-dimensional linear numerical model for dynamic and seismic analysis of pile-supported structures, considering the interaction between structure, piles, soil, and seismic waves. By using advanced Green's functions to simulate the dynamic behavior of layered soils, the model simplifies representation and data preparation, allowing for complex soil profiles and problems with large numbers of elements. The seismic excitation is implemented through incident planar body waves, and the system response is evaluated in the frequency domain before obtaining seismic results in the time domain using the Fast Fourier Transform. An application example is presented to demonstrate the capabilities of the model, exploring the influence of soil profile and angle of incidence on variables of interest in earthquake engineering.
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Article
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Usama Zafar et al.
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P. Galvin et al.
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Francesco Cavalieri et al.
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Article
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Noor Sharari et al.
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Wenyang Zhang et al.
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Mustafa Karaman et al.
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Hasan Emre Demirci et al.
Summary: This paper investigates the effect of liquefaction on the natural frequency of offshore wind turbines and proposes a simplified estimation method. The study finds that liquefaction depth has a significant impact on the natural frequency, while monopile diameter has a minor influence. Additionally, the system is more sensitive to liquefaction in looser soils.
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M. Bharathi et al.
Summary: This study focuses on the dynamic lateral behavior of single batter piles and pile groups subjected to machine-induced vibrations using 3D finite element analysis. The results show that single batter piles attract three times more bending moments compared to single vertical piles.
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