[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 …

Collapse behavior of an 18-story steel moment frame during a shaking table test

K Suita, Y Suzuki, M Takahashi - International journal of high-rise …, 2015 - koreascience.kr
A shaking table test was conducted at the E-Defense shaking table facility to investigate the
damage and collapse behavior of a steel high-rise building under exceedingly large ground …

Full scale shaking table collapse experiment on 4-story steel moment frame: Part 1 outline of the experiment

S Yamada, K Kasai, Y Shimada, K Suita… - Behav Steel Struct …, 2009 - books.google.com
Shaking table test of full-scale 4-story building was carried out at E-defense. The objectives
of this experiment are to evaluate structural and functional performance of the steel building …

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] Collapse experiment on 4-story steel moment frame: Part 1 outline of test results

S Yamada, K Suita, M Tada, K Kasai… - Proceedings of the 14th …, 2008 - iitk.ac.in
Shaking table test of full-scale 4-story moment frame was carried out at E-defense, one of
the largest shaking tables in the world. The objectives of this experiment are to evaluate …

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] Collapse experiment on 4-story steel moment frame: Part 2 detail of collapse behavior

K Suita, S Yamada, M Tada, K Kasai… - Proceedings of the 14th …, 2008 - iitk.ac.in
A shaking table test on a full-scale steel building was conducted at the E-Defense three-
dimensional shake table facility to evaluate structural and functional performance of the …

[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 …

Collapse assessment of steel moment frames based on E-Defense full-scale shake table collapse tests

DG Lignos, T Hikino, Y Matsuoka… - Journal of Structural …, 2013 - ascelibrary.org
This paper presents key parameters that affect numerical modeling of steel frame structures
for reliable collapse simulations. The collapse assessment is based on experimental data …

[PDF][PDF] Shaking table collapse tests of two scale models of a 4-story moment resisting steel frame

DG Lignos, H Krawinkler, AS Whittaker - … of the 14th world conference on …, 2008 - iitk.ac.in
In support of collapse assessment of structural systems under earthquake excitations, two
earthquake-simulator collapse test series of two scale models of a two-bay steel frame with …