A New Foundation Model for Dynamic Analysis of Beams on Nonlinear Foundation Subjected to a Moving Mass

被引：15
|
作者：
Nguyen, T. P. [1 ]
Pham, D. T. [2 ]
Hoang, P. H. [3 ]
机构：
[1] Vietnam Natl Univ HoChiMinh City, HoChiMinh City Univ Technol, 268 Ly Thuong Kiet St, Hochiminh City 700000, Vietnam
[2] Quang Trung Univ, Fac Civil Engn, Dao Tan St, Qui Nhon City 820000, Vietnam
[3] Univ Sci & Technol, Univ Danang, Danang City 550000, Vietnam
来源：
PROCEEDING OF SUSTAINABLE DEVELOPMENT OF CIVIL, URBAN AND TRANSPORTATION ENGINEERING | 2016年 / 142卷
关键词：
Dynamic analysis; moving mass; nonlinear foundation; nonlinear dynamic foundation; foundation mass;
D O I：
10.1016/j.proeng.2016.02.028
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This paper proposes a new foundation model for dynamic analysis of beam on nonlinear foundation subjected to a moving mass. This model includes the linear and nonlinear Winkler parameters, the linear Pasternak foundation parameter, viscous damping and special consideration of the influence of a foundation mass parameter. The governing equation of motion of the system is formulated by finite element method and dynamic balance of principle and solved by the Newmark method in the time domain. The influences of foundation parameters on dynamic responses of the beam are investigated. (C) 2016 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码：166 / 173
页数：8
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