成层广义Gibson地基中桩的水平动力响应

邱杰凯, 丁肇伟, 宋春雨, 陈龙珠

Horizontal Dynamic Response of Pile Based on Layered Generalized Gibson Foundation

QIU Jiekai, DING Zhaowei, SONG Chunyu, CHEN Longzhu

图12 λ不同时土体阻尼比对桩身水平位移幅值的影响

Fig.12 Influence of damping ratio of soil on amplitude of horizontal displacement of pile at different values of λ