Mathematical modeling of suspension bridges

被引：8
|
作者：
Holubová-Tajcová, G [1 ]
机构：
[1] Univ W Bohemia, Ctr Appl Math, Pilsen 30614, Czech Republic
来源：
MATHEMATICS AND COMPUTERS IN SIMULATION | 1999年 / 50卷 / 1-4期
关键词：
nonlinear beam equation; periodic oscillations; jumping nonlinearities;
D O I：
10.1016/S0378-4754(99)00071-3
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
Since the collapse of Tacoma Narrows Bridge in 1940, scientists try to find out and clear up the real cause of this disaster. The main problem seems to be the fundamental nonlinearity of a dynamical system describing a behavior of a suspension bridge which results in its nonunique solvability. We would like to explain several approaches to modeling of periodic oscillations of suspension bridges and state a short survey of known results in this field, concerning especially the existence of a unique solution. (C) 1999 IMACS/Elsevier Science B.V. All rights reserved.
引用
收藏
页码：183 / 197
页数：15
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