Dynamic model of a hinged-girder floating bridge subjected by moving loads

2021 ◽  
Vol 114 ◽  
pp. 102804
Author(s):  
Zhang Jun ◽  
Li Wei
Author(s):  
Jun Zhang ◽  
Chuan Liang ◽  
Ming-Kang Gou ◽  
Lin Li ◽  
Ying Zhang
Keyword(s):  

2010 ◽  
Vol 29-32 ◽  
pp. 732-737 ◽  
Author(s):  
Zhang Jun ◽  
Jun Liu ◽  
Xiao Lu Ni ◽  
Wei Li ◽  
Rong Mu

A discrete-pontoon floating bridge is studied based on the beam model with assumption of the bridge deck as a elastic beam with uniform section, live load such as vehicle as moving concentrate forces, and pontoons as independent mass-spring-damping systems with singular degree of freedom. The comparison results of between vehicles and moving concentrated force show that a vehicle load can be simplified as one moving concentrated force. The present model can study not only a single moving load but also multiple moving loads.


2021 ◽  
Vol 225 ◽  
pp. 108810
Author(s):  
Yu-ji Miao ◽  
Xu-jun Chen ◽  
Yong-lin Ye ◽  
Jun Ding ◽  
Heng Huang

2012 ◽  
Vol 29 (1) ◽  
pp. 246-256 ◽  
Author(s):  
Shixiao Fu ◽  
Weicheng Cui

2005 ◽  
Vol 18 (1) ◽  
pp. 85-107 ◽  
Author(s):  
Fu Shixiao ◽  
Cui Weicheng ◽  
Chen Xujun ◽  
Wang Cong

2008 ◽  
Vol 45 ◽  
pp. 147-160 ◽  
Author(s):  
Jörg Schaber ◽  
Edda Klipp

Volume is a highly regulated property of cells, because it critically affects intracellular concentration. In the present chapter, we focus on the short-term volume regulation in yeast as a consequence of a shift in extracellular osmotic conditions. We review a basic thermodynamic framework to model volume and solute flows. In addition, we try to select a model for turgor, which is an important hydrodynamic property, especially in walled cells. Finally, we demonstrate the validity of the presented approach by fitting the dynamic model to a time course of volume change upon osmotic shock in yeast.


1980 ◽  
Vol 41 (C8) ◽  
pp. C8-284-C8-288 ◽  
Author(s):  
V. A. Poluchin ◽  
M. M. Dzugutov ◽  
V. F. Uchov ◽  
R. A. Vatolin

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