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- W2078906790 abstract "Dynamic centrifuge model tests were conducted to investigate the seismic behavior of buildings with semi-rigid pile head connections in liquefiable soil. The test results and analysis show that: (1) The semi-rigid pile head connections effectively reduce the bending moment of piles both before and during liquefaction; (2) The natural period of the soil-pile-structure system with semi-rigid pile head connections becomes longer than that with rigid pile head connections during liquefaction; (3) The hysteresis damping in the relation between inertia force of the structure and displacement of the foundation, with semi-rigid pile head connections, increases with larger displacement; and (4) The maximum acceleration of the superstructure with semi-rigid pile head connections is considerably smaller than that with rigid pile head connections in liquefied soil." @default.
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- W2078906790 date "2012-04-01" @default.
- W2078906790 modified "2023-09-26" @default.
- W2078906790 title "Dynamic centrifuge model test of pile-supported building with semi-rigid pile head connections in liquefiable soil" @default.
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- W2078906790 doi "https://doi.org/10.3328/ijge.2012.06.02.231-238" @default.
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