[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] 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 …

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 …

E-Defense tests on full-scale steel buildings: Part 2-Collapse experiments on moment frames

K Suita, S Yamada, M Tada, K Kasai… - Structural …, 2007 - ascelibrary.org
A major research project on steel buildings utilizing the E-Defense three-dimensional shake
table facility is underway in Japan. It involves several studies on moment frames, innovative …

E-Defense tests on full-scale steel buildings: Part 3-Analytical simulation of collapse

M Tada, M Ohsaki, S Yamada, S Motoyui… - Structural Engineering …, 2007 - ascelibrary.org
The world's largest earthquake simulator, the E-Defense shake table facility is being utilized
for a major research project on steel buildings in Japan. The project involves several studies …

[PDF][PDF] Experimental investigation of progressive collapse of steel frames under multi-hazard extreme loading

A Tsitos, G Mosqueda, A Filiatrault… - Proceedings of The 14th …, 2008 - academia.edu
Experiments were performed to evaluate the progressive collapse resistance of steel
buildings considering multi-hazard extreme loading. Two 1/3 scale three-story, two-bay steel …

[PDF][PDF] Design of steel moment frames considering progressive collapse

J Kim, J Park - Steel and Composite Structures, 2008 - researchgate.net
In this study the progressive collapse potential of three-and nine-story special steel moment
frames designed in accordance with current design code was evaluated by nonlinear static …

Seismic collapse response of steel moment frames with deep columns

TY Wu, S El-Tawil, J McCormick - Journal of Structural Engineering, 2018 - ascelibrary.org
The seismic collapse behavior of 4-story and 8-story steel special moment frames (SMFs)
with deep columns is investigated using computational simulation. The models used are …

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 …

Progressive collapse of steel moment-resisting frame subjected to loss of interior column: Experimental tests

H Li, X Cai, L Zhang, B Zhang, W Wang - Engineering Structures, 2017 - Elsevier
A static push-down analysis is conducted experimentally using a 1/3 scale one-story bare
steel moment frame substructure in this study. The objectives of this test include:(1) …