Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis

Masayuki Kohiyama, M. Ohsaki, T. Miyamura, K. Onda, D. Isobe, H. Akiba, M. Hori, K. Kajiwara, T. Ine

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The project of E-Simulator is under way at Hyogo Earthquake Engineering Research Center (E-Defense) of National Research Institute of Earth Science and Disaster Prevention (NIED), Japan, which facilitates the world's largest shaking table. The E-Simulator uses the parallel finite element (FE) analysis software package called ADVENTYRECluster (ADVC) as a platform. In this study, we report the results of high-precision FE-analysis for simulation of collapse behavior of the 4-story steel building frame that is the specimen of the full-scale total collapse shaking-table test conducted in September 2007 at E-Defense. It is shown that elastoplastic dynamic responses can be estimated with good accuracy using a high-precision FE-analysis without resort to macro models such as plastic hinge and composite beam effect.

Original languageEnglish
Title of host publication9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
Pages1944-1952
Number of pages9
Volume3
Publication statusPublished - 2010
Event9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium - Toronto, ON, Canada
Duration: 2010 Jul 252010 Jul 29

Other

Other9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
CountryCanada
CityToronto, ON
Period10/7/2510/7/29

Fingerprint

Finite element method
Steel
Simulators
Disaster prevention
Earth sciences
Engineering research
Hinges
Software packages
Dynamic response
Macros
Plastics
Composite materials
Earthquake engineering

ASJC Scopus subject areas

  • Environmental Engineering

Cite this

Kohiyama, M., Ohsaki, M., Miyamura, T., Onda, K., Isobe, D., Akiba, H., ... Ine, T. (2010). Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis. In 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium (Vol. 3, pp. 1944-1952)

Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis. / Kohiyama, Masayuki; Ohsaki, M.; Miyamura, T.; Onda, K.; Isobe, D.; Akiba, H.; Hori, M.; Kajiwara, K.; Ine, T.

9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium. Vol. 3 2010. p. 1944-1952.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kohiyama, M, Ohsaki, M, Miyamura, T, Onda, K, Isobe, D, Akiba, H, Hori, M, Kajiwara, K & Ine, T 2010, Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis. in 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium. vol. 3, pp. 1944-1952, 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium, Toronto, ON, Canada, 10/7/25.
Kohiyama M, Ohsaki M, Miyamura T, Onda K, Isobe D, Akiba H et al. Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis. In 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium. Vol. 3. 2010. p. 1944-1952
Kohiyama, Masayuki ; Ohsaki, M. ; Miyamura, T. ; Onda, K. ; Isobe, D. ; Akiba, H. ; Hori, M. ; Kajiwara, K. ; Ine, T. / Dynamic property evaluations of full-scale 4-story steel frame using parallel FE-analysis. 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium. Vol. 3 2010. pp. 1944-1952
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