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

2016 ◽  
Vol 142 ◽  
pp. 166-173 ◽  
Author(s):  
T.P. Nguyen ◽  
D.T. Pham ◽  
P.H. Hoang
Keyword(s):  
Dynamic Analysis ◽  
Moving Mass ◽  
Nonlinear Foundation ◽  
Foundation Model

Dynamic analysis of a tethered satellite system with a moving mass

2013 ◽  
Vol 75 (1-2) ◽  
pp. 267-281 ◽  
Author(s):  
Wonyoung Jung ◽  
Andre P. Mazzoleni ◽  
Jintai Chung
Keyword(s):  
Dynamic Analysis ◽  
Satellite System ◽  
Moving Mass ◽  
Tethered Satellite ◽  
Tethered Satellite System

Dynamic Analysis of a Functionally Greded Sandwich Beam Traversed by a Moving Mass Based on a Refined Third-Order Theory

2021 ◽  
pp. 301-315
Author(s):  
Le Thi Ngoc Anh ◽  
Tran Van Lang ◽  
Vu Thi An Ninh ◽  
Nguyen Dinh Kien
Keyword(s):  
Dynamic Analysis ◽  
Sandwich Beam ◽  
Order Theory ◽  
Moving Mass ◽  
Third Order

Nonlinear Dynamic Analysis of the Foundation Soil and the Gravity Pier

2012 ◽  
Vol 204-208 ◽  
pp. 192-195
Author(s):  
Yong Liu ◽  
Ming Xia Shao
Keyword(s):  
Dynamic Analysis ◽  
Nonlinear Dynamic ◽  
Nonlinear Dynamic Analysis ◽  
Bridge Pier ◽  
Winkler Foundation ◽  
Foundation Soil ◽  
Plastic Model ◽  
Foundation Model ◽  
Model Foundation ◽  
Nonlinear Gravity

This paper explores the interaction system of nonlinear foundation soil and nonlinear gravity pier. Superstructure resilience model employed ideal elasto-plastic model, foundation adopted tensionfree-consolidated elasto-plastic Winkler foundation model with experimental support. Through an account case of a gravity pier, this paper concludes that co-action of foundation soil and bridge pier needs to be considered in design of seismic prevention for bridge.

Sign in / Sign up

Export Citation Format

Share Document