Assessment of the Aerodynamic and Aeroelastic Performance of Long-Span Twin-Box Bridges Based upon Multidimensional Surrogate Models

Author:

Badhurshah Rameez1,Álvarez Antonio J.1ORCID,Nieto Félix1,Jurado José Á.1,Hernández Santiago1

Affiliation:

1. Center for Technological Innovation in Construction and Civil Engineering (CTICCE/CITEEC), University of A Coruña, 15071 A Coruña, Spain

Abstract

Twin-box decks are being extensively used in the design of long-span bridges due to their superior flutter performance. Although the significant role played by the gap distance has been previously addressed in the frame of experimental studies, there is still a lack of understanding about the complex interplay between box geometry, gap distance and the aerodynamic force coefficients and flutter derivatives. In the present work, firstly, a surrogate model is developed, considering three design inputs for the geometry of the deck along with the angle of attack, providing the force coefficients as output. Afterwards, the work is then extended by developing another surrogate model, considering as inputs the reduced velocity and the same geometric variables of the deck, with the outputs being the flutter derivatives. The methodology, comprising the selection of the design domain, the definition of the samples, the CFD-based evaluation of the samples' response and the construction of the surrogate through the application of the neural network-based radial basis method, is reviewed. The surrogate models enable a quantitative description of the impact caused in the force coefficients and the flutter derivatives by modifications in the geometry of the twin-box deck. It has been found that flutter derivatives H1*, H2* and A2* are strongly dependent on the gap distance.

Funder

Ministerio de Ciencia, Innovación y Universidades

Galician Regional Government

Publisher

MDPI AG

Reference39 articles.

1. Wind Characteristics and Responses of Xihoumen Bridge during Typhoons Based on Field Monitoring;Ye;J. Civ. Struct. Health Monit.,2019

2. Cause Investigation of High-Mode Vortex-Induced Vibration in a Long-Span Suspension Bridge;Hwang;Struct. Infrastruct. Eng.,2020

3. Sartori, M., Galbiati, C., Ambor, M., Bresaola, G., Barone, S., and Zivanovic, I. (October, January 27). Bridges on Çanakkale Highway: Extraordinary Solutions for Extraordinary Seismicity. Proceedings of the 17th World Conference on Earthquake Engineering, 17WCEE, Sendai, Japan. Available online: https://www.researchgate.net/publication/346906910.

4. Peculiar Aerodynamic Advantages and Problems of Twin-Box Girder Decks for Long Span Crossings;Zasso;Bridg. Struct.,2019

5. The Influence of Gap- and Chord-Widths for Multi-Box Girders: Superposition of Flat Plate Flutter Derivatives and Section Model Tests;Andersen;J. Fluids Struct.,2022

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3