The DOI matches its Crossref record; 4 of the 4 references it cites were found in a registry or an index.
Damping Evaluation Using Full-Scale Data of Buildings in Japan
Abstract
Full-scale data on damping of buildings in Japan have been collected by the Damping Evaluation Committee of the Architectural Institute of Japan. Reliable data on 137 steel-framed buildings, 25 reinforced concrete (RC) buildings, 43 steel-framed reinforced concrete (SRC) buildings have been compiled in a database. Most of these data have been evaluated from vibration tests in a small amplitude region. This paper describes damping ratio characteristics of steel-framed buildings and RC/SRC buildings based on analyses of the database, including effects of several building factors. It is shown that the higher the building, the smaller the first-mode damping ratio. Furthermore, the damping ratios seem to be affected by building use: Those of hotels and apartments are generally larger than those of other buildings. However, damping ratios are more widely scattered than natural periods, because they are also affected by vibration amplitude, foundation type, and so on. Frequency and amplitude dependencies of damping ratios are also examined, and predictors of damping ratios with their dependencies are proposed.
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Citations
Cites
Damping in structures: its evaluation and treatment of uncertainty
Kareem, A., & Gurley, K. (1996) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/0167-6105(96)00004-9 · Cited by 315
Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds
Tamura, Y., & Suganuma, S.-Y. (1996) · Journal of Wind Engineering and Industrial Aerodynamics · doi:10.1016/0167-6105(96)00003-7 · Cited by 269
Self-citationDamping in tall buildings—a mechanism and a predictor
Jeary, A. P. (1986) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290140505 · Cited by 240
Damping in Tall Buildings: Its Variability and Treatment in Design
Davenport, A. G., & Hill-Carroll, P. (1986) · Cited by 77
Cited by
Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter
Giaralis, A., & Petrini, F. (2017) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001863 · Cited by 330
The damped outrigger concept for tall buildings
Smith, R. J., & Willford, M. R. (2007) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.413 · Cited by 265
Aly, A. M. (2014) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1068 · Cited by 74
Wang, J., Wierschem, N. E., Wang, B., & Spencer, B. F. (2020) · The Structural Design of Tall and Special Buildings · doi:10.1002/tal.1692 · Cited by 62
Calayir, M., Tao, J., Mercan, O., & Bezabeh, M. A. (2026) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.70129 · Cited by 8
Metadata
- Authors
- Satake, N., Suda, K.-I., Arakawa, T., Sasaki, A., & Tamura, Y.
- Venue
- Journal of Structural Engineering
- Published
- 2003-04
- Volume
- 129
- Issue
- 4
- Pages
- 470-477
- ISSN
- 0733-9445 (ISSN-L)
- 1943-541X
- DOI
- 10.1061/(asce)0733-9445(2003)129:4(470
- OpenAlex
- W2165830583
- Cited by
- 304
- References
- 4
- FWCI
- 8.02
- Type
- journal article
- Language
- en
- Open access
- closed
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- Satake, N., Suda, K.-I., Arakawa, T., Sasaki, A., & Tamura, Y. (2003). Damping Evaluation Using Full-Scale Data of Buildings in Japan. Journal of Structural Engineering. https://doi.org/10.1061/(asce)0733-9445(2003)129%3A4(470
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