[PDF][PDF] Study on Shaking-Table Experiment of a Full-Scale Four-Story Steel Building

T Tuan-Nam, K Kasai - the 15th World Conference on Earthquake …, 2012 - iitk.ac.in
This paper presents the dynamic collapse analysis of a full-scale four-story steel building
which was experimented to collapse at the E-Defense shaking-table in Japan, in 2007 …

[PDF][PDF] Dynamic collapse test on 3-D steel frame model

Y Shimada, Y Matsuoka, S Yamada, K Suita - Proceedings of the 14th …, 2008 - iitk.ac.in
The collapse process of building under severe earthquake is not clarified yet. In order to
make it clear, shaking table test of a full-scale building at E-Defense is conducted in 2007 …

Full scale shaking table collapse experiment on 4-story steel moment frame: Part2 Detail of collapse behavior

K Suita, S Yamada, K Kasai, Y Shimada, M Tada… - Proc …, 2009 - books.google.com
A shaking table test on a full-scale steel building was conducted at the E-Defense shake
table facility to evaluate structural and functional performance of the building under design …

[PDF][PDF] Simulation analysis of collapse process of 18-story high-rise steel building based on the shaking-table test

Y Suzuki, K Suita, J Kubota, Y Sawamoto… - Proceedings of the …, 2017 - wcee.nicee.org
The large scale shaking-table test of 18-story high-rise steel building was carried out at the E-
Defense of Hyogo Earthquake Engineering Research Center. Through the study, analytical …

Dynamic analysis of a full-scale four-story steel building experimented to collapse using strong ground motions

TT Nam, K Kasai - Proc. Int. Symp. Disaster Simulation and Structural …, 2011 - u-hyogo.ac.jp
SUMMARY A full-scale 4-story steel building was experimented to collapse on the E-
Defense shake-table in Japan in September 2007. The paper deals with the numerical three …

Full scale shaking table collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior: Keiichiro Suita Satoshi Yamada, Kazuhiko Kasai & …

K Suita, S Yamada, K Kasai, Y Shimada… - Behaviour of Steel …, 2009 - taylorfrancis.com
As the records equivalent to a Level 2 design earthquake (peak ground velocity is 0.5 m/s),
0.4 times Takatori records are used. The shear force and story drift angle relationships in X …

[PDF][PDF] Experimental study on the collapse process of an 18-story high-rise steel building based on the large-scale shaking table test

J Kubota, Y Suzuki, K Suita, Y Sawamoto… - … World conference on …, 2017 - wcee.nicee.org
This paper reports on a large-scale shaking table test of a high-rise steel building conducted
at the facility called E-Defense. The building specimen is a 1/3-scale 18-story steel moment …

Structural collapse correlative analysis using phenomenological fiber hinge elements to simulate two‐directional column deteriorations

K Kasai, TT Nam, BF Maison - Earthquake Engineering & …, 2016 - Wiley Online Library
This paper presents three‐dimensional nonlinear dynamic analyses of a full‐scale four‐
story steel building tested to collapse in 2007 at the E‐Defense shake‐table facility in Japan …

Plane Pre-Analytical Simulation of Collapse by Hinge Method for Complete Collapse Specimen by Large Shaking Table

M TADA, S YAMADA, K KASAI, K SUITA… - Steel Construction …, 2007 - jstage.jst.go.jp
This paper discusses simulation of dynamic collapsing behavior of a four-story steel building
that is scheduled to be tested by E-Defense. Two-dimensional analyses utilizing beam and …

[PDF][PDF] An experimental study on the collapsing process of wood conventional houses—Shaking table tests of real-size models

M Koshihara, H Isoda, C Minowa, I Sakamoto - Proc., 13th World Conf. on …, 2004 - iitk.ac.in
To reinforce existing wooden houses collapsed by 1995 Hyogo-ken Nanbu Earthquake, it is
important to clarify the seismic performance, three-dimensional vibration character, and …