The DOI matches its Crossref record; 1 of the 1 references it cites were found in a registry or an index.
Experimental Study on a Tuned-Mass Damper of Offshore for Vibration Reduction
Open accessAbstract
With the development of industry, oceanic oil production is one of the most important energy resources. Normally, offshore platform, located in the hostile environment, is easily subjected to unstable environmental loading, such as wind, wave, ice, and earthquake, and it becomes a critical problem to ensure the stability of offshore platform for safely engineering operations. In recent years, tuned-mass damper (TMD) technology has been adopted to reduce vibrations from wind and earthquake influences. Due to the complexity of earthquake excitations, most of researchers were focused on controlling response of structures under wind loads; however, less attention has been put on controlling earthquake response. Therefore, this study concentrates on the seismic reduction of offshore platform by application of a TMD system, and a comprehensively experimental study was processed to validate its effectiveness exposed to different earthquake. A 4-column offshore platform was built according to the actual size of approximately 1:200 ratios, and a TMD system was prepared for the experiment. By the different performance analyses, experimental results indicated that the proposed TMD system can effectively suppress the earthquake stimulus and keep the stability of offshore platform.
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MTMDs effectively control the structural response during earthquakes of various periods and energy contents.
“Pinelli and Gutierrez [58] showed that MTMDs effectively control the structural response during earthquakes of various periods and energy contents.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Pinelli and Gutierrez [58]
MTMD systems result in an average of 10% improvement in acceleration reduction over a single-TMD system, while similar displacement reduction is achieved.
“Their results showed that MTMD systems result in an average of 10% improvement in acceleration reduction over a single-TMD system, while similar displacement reduction is achieved.”
From Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review (2020) · cites this paper as Pinelli and Gutierrez [58]
Citations
Cites
Optimal tuned mass damper for seismic applications and practical design formulas
Hoang, N., Fujino, Y., & Warnitchai, P. (2008) · Engineering Structures · doi:10.1016/j.engstruct.2007.05.007 · Cited by 382
Flagged first, then by citations
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Sorted by citations
Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
Metadata
- Authors
- Wu, Q., Zhao, X., & Zheng, R.
- Affiliations
- Saitama Institute of Technology (JP)
- Institute of Industrial Science, The University of Tokyo (JP)
- Corresponding author
- Wu, Qiong
- Venue
- Journal of Physics: Conference Series
- Publisher
- IOP Publishing
- Published
- 2016-09
- Volume
- 744
- Pages
- 012045
- ISSN
- 1742-6588 (ISSN-L)
- 1742-6596
- OpenAlex
- W2527509519
- Cited by
- 12
- References
- 1
- Citations by year
- 2025: 2 · 2024: 2 · 2023: 3 · 2020: 1 · 2019: 1 · 2018: 2 · 2017: 1
- FWCI
- 4.36
- Type
- conference paper
- Language
- en
- Open access
- diamond
- doi.org
- Licence
- Locations
- Journal of Physics Conference Series (publishedVersion, cc-by)
- Funders
- Japan Society for the Promotion of Science (15K05769)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Mechanical Engineering › Vibration and Dynamic Analysis
- Keywords
- tuned mass damper, offshore platforms, earthquake response control, wind-induced vibration, scaled physical model, structural stability
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