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STUDY OF A METHOD OF CALCULATING NATURAL PERIOD OF OPEN-TYPE WHARVES WITH VERTICAL PILE CONSIDERING THE NONLINEARITY OF SOIL STIFFNESS ACCOMPANYING EARTHQUAKE GROUND MOTION

机译：考虑地震地面运动的土壤刚度非线性，垂直桩计算开放式码头自然时期的研究

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Masaru KATSUMATA; Yusuke FUKUNAGA; Masahiro TAKENOBU; Masafumi MIYATA; Eiji KOHAMA;
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机译：考虑桩土非线性的桩基地震运动滤波效果
2. Earthquake motion filtering effect by pile foundations considering nonlinearity of soil and piles [J] . Hochi Yudai, Murono Yoshitaka, Saitoh Masato, Soil Dynamics and Earthquake Engineering . 2019,第OCTa期

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3. Coupled Horizontal and Vertical Component Analysis of Strong Ground Motions for Soil-Pile-Superstructure Systems: Application to a Bridge Pier with Soil-Structure Interaction [J] . Dehghanpoor Ahmad, Thambiratnam David, Chan Tommy, Journal of Earthquake Engineering . 2021,第9a11期

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5. Seismic Study of Tremor, Deep Long-Period Earthquakes, and Basin Amplification of Ground Motion [D] . Han, Jiangang. 2017

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6. Critical response of elastic-plastic SDOF systems with nonlinear viscous damping under simulated earthquake ground motions [O] . Goki Tamura, Kotaro Kojima, Izuru Takewaki 2019

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7. EXPERIMENTAL STUDY ON TSUNAMI-INDUCED FORCES ON OPEN-TYPE WHARVES ON VERTICAL PILES USING BY SOLITARY WAVE [O] . Yoshihiro OHMURA, Manabu KOBAYASHI, Naoki FURUICHI, 2017

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STUDY OF A METHOD OF CALCULATING NATURAL PERIOD OF OPEN-TYPE WHARVES WITH VERTICAL PILE CONSIDERING THE NONLINEARITY OF SOIL STIFFNESS ACCOMPANYING EARTHQUAKE GROUND MOTION

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