成层广义Gibson地基中桩的水平动力响应

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

表1 桩端水平动力位移幅值与

N

的关系

Tab.1 Horizontal displacement amplitude of pile tip versus

N

N	$\|{\bar{U}}_{1} (0)\|$	$\|{\bar{U}}_{1} (l_{1})\|$
2	0.819792340	2.708522741
3	0.575465393	0.438747062
4	0.588914776	0.094956192
5	0.589908739	0.103157714
6	0.589898262	0.103125582
7	0.589898281	0.103125562
8	0.589898281	0.103125562
9	0.589898281	0.103125562
10	0.589898281	0.103125562
11	0.589898281	0.103125562
12	0.589898281	0.103125562