Maio 2014 vol. 1 num. 1 - 10th World Congress on Computational Mechanics
Full Article - Open Access.
THREE-DIMENSIONAL SIMULATION ANALYSIS OF A FULL-SCALE 5-STORY BUILDING WITH STEEL DAMPERS
NAKAMURA, Naohiro ; SUZUKI, Takuya ; NAKAMURA, Soshi ;
Full Article:
Recently, vibration control devices are often adopted in Japanese buildings. Then, the seismic behavior of the buildings with them should be seized in the design stage accurately. However, that accuracy is not enough because the test data and analyses of the full-scale building are insufficient. This paper presents the 3 dimensional simulation of the experiment of the full-scale 5-story steel building using steel dampers conducted by E-Defense in 2009. Although the analysis results agreed the test results almost well, some differences were seen. Therefore, additional analyses were performed to study the effect of used models and parameters.
Full Article:
Palavras-chave: 3 dimensional analysis, E-defense, Full-scale experiment, Steel damper,
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DOI: 10.5151/meceng-wccm2012-18047
Referências bibliográficas
- [1] Kasai, K., Ito, H., Ooki, Hikino, T., et al. (2010), “Full-Scale Shake Table Tests of 5- Story Steel Building with Various Dampers”, 7th International Conference on Urban Earthquake Engineering (7CUEE) Andamp; 5th International Conference on Earthquake Engineering (5ICEE), pp.11-22
- [2] Hikino, T., Osaki, M., Kasai, K., Nakashima, M., (2010), “Overview of 2009 E-Defense Blind Analysis Contest Results”, 7th International Conference on Urban Earthquake Engineering (7CUEE) Andamp; 5th International Conference on Earthquake Engineering (5ICEE), pp.2153-2158
- [3] Nakamura, Y., (1996), “Fault Dynamics of the 1995 Hyogo-ken-nanbu Earthquake Derived from Strong Motion Records”, 11th World Conference of Earthquake Engineering, Paper No. 906
- [4] Yonetani, M., Azuma, Y., Kasai, K., Kaneko, K., Motoyui, S., (2008), “Hybrid-control Experiments on Full-Scale Subassemblies with Beam-Column-Gusset Connections for Passive-Controlled Steel Buildings : E-Defense Experimental Projects for Steel Buildings - Part 35”, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, 861-862
- [5] Kaneko, K., Kasai, K., Azuma, Y., Motoyui, S., (2008), “Post-Buckling Analysis for Subassembly Specimen with Beam-Column-Gusset Connection in Passively-Controlled Steel Structures : E-Defence Experimental Projects for Steel Buildings - Part 38”, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, 867-868
- [6] Matsuoka, Y., Mccormick, J., Suita, K., Nakashima, M., (2008), “Seismic Response of Non-Structural Partition Walls and Hanging Ceiling Systems”, Journal of structural and construction engineering. Transactions of AIJ 73(632), 1857-1864
- [7] Yamazaki, H., Kazuhiko, K., Ono, Y., (2005), “Curved Hysteresis Model of Structural Steel under Cyclic Loading: Part 1 Analytical Model”, Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, 745-746
- [8] National Research Institute for Earth Science and Disaster Prevention, (2009a), “Web site of Blind Analysis Contest 2009” ,
- [9] National Research Institute for Earth Science and Disaster Prevention, (2009b), “Results of the Blind Analysis Contest 2009”,
Como citar:
NAKAMURA, Naohiro; SUZUKI, Takuya; NAKAMURA, Soshi; "THREE-DIMENSIONAL SIMULATION ANALYSIS OF A FULL-SCALE 5-STORY BUILDING WITH STEEL DAMPERS", p. 636-650 . In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1].
São Paulo: Blucher,
2014.
ISSN 2358-0828,
DOI 10.5151/meceng-wccm2012-18047
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