THREE-DIMENSIONAL SIMULATION ANALYSIS OF A FULL-SCALE 5-STORY BUILDING WITH STEEL DAMPERS

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.

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.

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DOI: 10.5151/meceng-wccm2012-18047

Referências bibliográficas

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• [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” ,
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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 23580828, DOI 10.5151/meceng-wccm2012-18047