Results 11 to 20 of about 2,526 (261)
The effect of dynamic soil–structure interaction on the seismic demand of a reinforced concrete frame is of great significance to seismic design, retrofit, and damage evaluation.
Jishuai Wang, Jun Yang
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Based on the Hong Kong-Zhuhai-Macao project, considering the fluid-structure interaction and soil-structure interaction, the seismic response of a sea-crossing continuous girder bridge is analyzed.
Jie Guo +3 more
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Modified Interaction Method for Response of Group Piles Considering Pile–Soil Slip
The existing model for calculating the settlements of group piles is based on the principle of superposition, which fails to calculate the interaction between piles more comprehensively and to take into consideration the influence of slip between pile ...
Shifan Qiao +4 more
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The offshore structures of single pile foundation may suffer serious damage under seismic action because of the complex marine environment. In order to solve the dynamic response of the pile foundation under seismic action, a simplified analytical ...
WANG Piguang 1, HUANG Yiming 1, ZHAO Mi 1, CHENG Xinglei 2, DU Xiuli 1
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Model of pile-frozen soil interaction in a closed form
The object of the research is pile-soil interaction under freezing and frost heaving. Modeling of pile-soil interaction on the basis of joint solution of static equilibrium equations, physical equations for stresses and equation of thermal conductivity ...
Tretiakova Olga
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Piles, which are always exposed to dynamic loads, are widely used in offshore structures. The dynamic response of the pile-soil-superstructure system in liquefiable soils is complicated, and the interaction between the pile and soil and the pile volume ...
Yiliang Yu +3 more
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Dynamic Interaction Factor of Pipe Group Piles Considering the Scattering Effect of Passive Piles
Based on the plane–strain assumption, a calculation model of pile–soil–pile vertical coupling vibration response considering the scattering effect of passive piles is established in this paper.
Mingchen Zhong, Kun Meng
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Due to the severe earthquake damage of ground structures induced by soil liquefaction, a shaking table test is designed and completed to simulate the seismic performance of the soil-piles-isolated layer-structure interaction system.
ZHUANG Hai-yang 1, 2, ZHAO Chang1, YU Xu 2, 3, CHEN Guo-xing 2
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Soil-abutment or soil-pile interactions under cyclic static loads have been widely studied in integral abutment jointless bridges (IAJBs). However, the IAJB has the combinational interaction of soil-abutment and soil-pile, and the soil-abutment-pile ...
Fuyun Huang +5 more
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In this paper, the pile-soil interaction of a low-rise pile cap foundation of an inclined straight alternating pile on two or three layers of a soil liquefaction site under seismic load is studied. By inputting the 0.5 g El Centro seismic wave in FLAC3D,
Desen Kong, Meixu Deng, Zhimin Zhao
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