Time domain simulations of wind- and wave-induced load effects on a three-span suspension bridge with two floating pylons

Author:

Xu Yuwang,Øiseth Ole,Moan Torgeir

Funder

Norwegian Public Roads Administration

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference45 articles.

1. Comparison of global response of a 3-span floating suspension bridge with different floater concepts;Fredriksen,2016

2. Three span floating suspension bridge crossing the Bjørnafjord. Multi-Span Large Bridges;Veie,2015

3. Quasi-steady analysis of a two-dimensional bridge deck element;Borri;Comput Struct,2004

4. Turbulence effect on flutter velocity in long span suspended bridges;Diana;J Wind Eng Industrial Aerodynamics,1993

5. Simplified prediction of wind-induced response and stability limit of slender long-span suspension bridges, based on modified quasi-steady theory: a case study;Øiseth;J wind Eng industrial aerodynamics,2010

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