Modal analysis of suspension bridge deck units in erection stage

Author:

Ko J.M.,Xue S.D.,Xu Y.L.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

1. Nakao, Y., Yamashita, M., Takano, S. and Sakata, H., Wind-induced vibration of tower of suspension bridge under construction. In Proceedings of 3rd International Conference on Wind Effects on Building and Structures, Tokyo, 1971, pp. 861–869.

2. Honda, A., Tatsumi, M., Hata, K. and Ohnishi, E., Aerodynamic characteristics of the tower of the Akashi-Kaikyo bridge. In Proceedings of 9th International Conference on Wind Engineering, Vol. 2, New Delhi, India, 1995, pp. 803–814.

3. The Hong Kong Polytechnic University, Lantau fixed crossing: vibration monitoring of bridge towers—final report on the modeling and the plan of measurement of the free standing Tsing Ma Bridge towers. Submitted to the Highways Department of the Hong Kong Government, 1994.

4. Suppression of wind-induced vibration by dynamic dampers in tower-like structures;Ueda;J. Wind Engng. Ind. Aerodynam.,1992

5. Ogawa, K., Ide, T. and Saitou, T., Application of impact mass damper to a cable-stayed bridge pylon. In Proceedings of 9th International Conference on Wind Engineering, Vol. 4, New Delhi, India, 1995, pp. 1607–1618.

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