Dynamic Modal Identification of a Long-Span Suspension Bridge Using Measured Acceleration Data during a Storm

Author:

Çetindemir Oğuzhan1ORCID,Zülfikar Abdullah Can2ORCID,Apaydın Nurdan Memişoğlu3ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Gebze Technical Univ., 41400 Gebze, Kocaeli, Turkey (corresponding author). ORCID: .

2. Disaster Management Institute, Istanbul Technical Univ., 34469 Istanbul, Turkey. ORCID: .

3. Full Professor, Dept. of Civil Engineering, Istanbul Univ.-Cerrahpasa, 34320 Avcılar, Istanbul, Turkey. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference51 articles.

1. Andersen P. 1997. “Identification of civil engineering structures using vector ARMA models.” Ph.D. thesis Dept. of Building Technology and Structural Engineering Aalborg Univ.

2. Andersen P. 2010. “Technical paper on stochastic subspace identification techniques.” Accessed April 25 2023. https://svibs.com/.

3. Apaydin N. 2002. “Seismic analysis of Fatih Sultan Mehmet suspension bridge.” Ph.D. thesis Dept. of Earthquake Engineering Bogazici Univ.

4. Structural Vibration Monitoring System for the Bosporus Suspension Bridges

5. A new mathematical explanation of what triggered the catastrophic torsional mode of the Tacoma Narrows Bridge

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