Three-storey modular steel building with a novel slider device: Shake table tests on a scaled down model and numerical investigation

2020 ◽  
Vol 155 ◽  
pp. 106932
Author(s):  
John Jing ◽  
G. Charles Clifton ◽  
Krishanu Roy ◽  
James B.P. Lim
Keyword(s):  
Numerical Investigation ◽  
Shake Table ◽  
Shake Table Tests ◽  
Steel Building ◽  
Modular Steel Building

Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building

2017 ◽  
Vol 151 ◽  
pp. 633-647 ◽  
Author(s):  
Luigi Fiorino ◽  
Vincenzo Macillo ◽  
Raffaele Landolfo
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Steel Building ◽  
Cold Formed Steel

scholarly journals 3-D SHAKE TABLE TESTS ON FULL-SCALE 5-STORY STEEL BUILDING WITH OIL DAMPERS

2013 ◽  
Vol 78 (693) ◽  
pp. 1999-2008 ◽  
Author(s):  
Kazuhiko KASAI ◽  
Hajime YAMAGIWA ◽  
Yuki BABA ◽  
Hiroshi ITO ◽  
Tsuyoshi HIKINO ◽  
...  
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Steel Building

scholarly journals 3-D SHAKE TABLE TESTS ON FULL-SCALE 5-STORY STEEL BUILDING WITH VISCOELASTIC DAMPERS

2012 ◽  
Vol 77 (676) ◽  
pp. 985-994 ◽  
Author(s):  
Kazuhiko KASAI ◽  
Yuki BABA ◽  
Hiroshi ITO ◽  
Ken TOKORO ◽  
Tsuyoshi HIKINO ◽  
...  
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Shake Table Tests ◽  
Viscoelastic Dampers ◽  
Steel Building

scholarly journals 3-D SHAKE TABLE TESTS ON FULL-SCALE 5-STORY STEEL BUILDING WITH VISCOUS DAMPERS

2014 ◽  
Vol 79 (695) ◽  
pp. 47-56 ◽  
Author(s):  
Kazuhiko KASAI ◽  
Hajime YAMAGIWA ◽  
Hisanori SEKIKAWA ◽  
Yuki BABA ◽  
Hiroshi ITO ◽  
...  
Keyword(s):  
Full Scale ◽  
Shake Table ◽  
Viscous Dampers ◽  
Shake Table Tests ◽  
Steel Building

Lateral behaviour of modular steel building with simplified models of new inter-module connections

2021 ◽  
Vol 236 ◽  
pp. 112103
Author(s):  
Andrew William Lacey ◽  
Wensu Chen ◽  
Hong Hao ◽  
Kaiming Bi
Keyword(s):  
Simplified Models ◽  
Steel Building ◽  
Modular Steel Building

Shake table testing of a low damage steel building with asymmetric friction connections (AFC)

2019 ◽  
Vol 155 ◽  
pp. 129-143 ◽  
Author(s):  
Ali A. Rad ◽  
Gregory A. MacRae ◽  
Nikoo K. Hazaveh ◽  
Quincy Ma
Keyword(s):  
Shake Table ◽  
Shake Table Testing ◽  
Steel Building

Seismic Behavior of Brick Cave Dwellings: Shake Table Tests

2021 ◽  
pp. 102886
Author(s):  
Jianyang Xue ◽  
Pengchun Hu ◽  
Fengliang Zhang ◽  
Yan Zhuge
Keyword(s):  
Seismic Behavior ◽  
Shake Table ◽  
Shake Table Tests

Comparison of Failure Modes of Piping Systems With Wall Thinning Subjected to In-Plane, Out-of-Plane, and Mixed Mode Bending Under Seismic Load: An Experimental Approach

2010 ◽  
Vol 132 (3) ◽  
Author(s):  
Izumi Nakamura ◽  
Akihito Otani ◽  
Masaki Shiratori
Keyword(s):  
Dynamic Behavior ◽  
Failure Modes ◽  
Seismic Load ◽  
Piping System ◽  
Shake Table ◽  
Shake Table Tests ◽  
Wall Thinning ◽  
Piping Systems ◽  
Out Of Plane ◽  
Plane Bending

Pressurized piping systems used for an extended period may develop degradations such as wall thinning or cracks due to aging. It is important to estimate the effects of degradation on the dynamic behavior and to ascertain the failure modes and remaining strength of the piping systems with degradation through experiments and analyses to ensure the seismic safety of degraded piping systems under destructive seismic events. In order to investigate the influence of degradation on the dynamic behavior and failure modes of piping systems with local wall thinning, shake table tests using 3D piping system models were conducted. About 50% full circumferential wall thinning at elbows was considered in the test. Three types of models were used in the shake table tests. The difference of the models was the applied bending direction to the thinned-wall elbow. The bending direction considered in the tests was either of the in-plane bending, out-of-plane bending, or mixed bending of the in-plane and out-of-plane. These models were excited under the same input acceleration until failure occurred. Through these tests, the vibration characteristic and failure modes of the piping models with wall thinning under seismic load were obtained. The test results showed that the out-of-plane bending is not significant for a sound elbow, but should be considered for a thinned-wall elbow, because the life of the piping models with wall thinning subjected to out-of-plane bending may reduce significantly.

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