Frequency domain dynamic analyses of freestanding bridge pylon under wind and waves using a copula model-Reference-Cited by-同舟云学术

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Frequency domain dynamic analyses of freestanding bridge pylon under wind and waves using a copula model

Published:2019-07 Issue: Volume:183 Page:359-371
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Li Yongle,Fang Chen,Wei Kai,Zhai Guanghao,Tang Haojun

Funder

National Natural Science Foundation of China

Sichuan Province Youth Science and Technology Innovation Team

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference33 articles.

1. On the aerodynamic and aeroelastic response of a bridge tower;Belloli;J. Wind Eng. Ind. Aerodyn., The Eleventh Italian National Conference on Wind Engineering,2011

2. Whole-system responses of experimental plant communities to climate extremes imposed in different seasons;Boeck;New Phytol.,2010

3. Wave load formulae for prediction of wave-induced forces on a slender pile within pile groups;Bonakdar;Coast. Eng.,2015

4. Performance of multi-TMD in the towers of suspension bridges;Casciati;J. Vib. Control,2009

5. Numerical modeling of wave forces on movable bridge decks;Chen;J. Bridge Eng.,2016

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