Due to the vibrational damping of soils at various frequencies, the internal forces may be less than that when subjected to uni-directional lateral loads under static conditions.
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- 由于土的振动阻尼参与,致使基桩的受力状况较静力分析时更为复杂,在不同的频率下,桩身内力可能较单向水平力系作用下的要小。