Shake table testing of a miniature steel building with ductile-anchor, uplifting-column base connections for improved seismic performance

2018 ◽  
Vol 48 (2) ◽  
pp. 173-187 ◽  
Author(s):  
Christopher Trautner ◽  
Tara Hutchinson ◽  
Philipp Grosser ◽  
Roberto Piccinin ◽  
John Silva
Keyword(s):  
Seismic Performance ◽  
Shake Table ◽  
Shake Table Testing ◽  
Steel Building ◽  
Base Connections ◽  
Column Base

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 performance of encased CFT column base connections

2008 ◽  
pp. 235-241
Author(s):  
Y Xu ◽  
Y Chen ◽  
X Lv ◽  
W Wang ◽  
Y Wang
Keyword(s):  
Seismic Performance ◽  
Cft Column ◽  
Base Connections ◽  
Column Base

Shake table testing and numerical modelling of LWS strap-braced structures for seismic performance evaluation

2019 ◽  
Author(s):  
Sarmad Shakeel ◽  
Bianca Bucciero ◽  
Alessia Campiche ◽  
Tatiana Pali ◽  
Luigi Fiorino ◽  
...  
Keyword(s):  
Performance Evaluation ◽  
Numerical Modelling ◽  
Seismic Performance ◽  
Shake Table ◽  
Shake Table Testing ◽  
Seismic Performance Evaluation

Column Base Connections for Hollow Steel Sections: Seismic Performance and Strength Models

2015 ◽  
Vol 141 (7) ◽  
pp. 04014171 ◽  
Author(s):  
A. M. Kanvinde ◽  
P. Higgins ◽  
R. J. Cooke ◽  
J. Perez ◽  
J. Higgins
Keyword(s):  
Seismic Performance ◽  
Steel Sections ◽  
Strength Models ◽  
Base Connections ◽  
Column Base

Shake Table Testing of a Low Damage Steel Building with Asymmetric Friction Connections (AFC)

2018 ◽  
Vol 763 ◽  
pp. 400-405
Author(s):  
Ali A. Rad ◽  
Gregory A. MacRae ◽  
Nikoo K. Hazaveh ◽  
Quincy T. Ma
Keyword(s):  
Shaking Table ◽  
Shake Table ◽  
Moment Frame ◽  
Shake Table Testing ◽  
Steel Moment Frame ◽  
Residual Drift ◽  
Steel Building ◽  
Story Drift ◽  
Column Bases

The paper describes the shaking table performance of a half-scale two-story steel moment frame with asymmetric friction connections (AFCs) at the column bases and at the beam ends. The results showed that the beam ends and the base-column joints exhibited bilinear and trilinear response respectively. Residual drifts were less than 0.2% for shake table trials up to 3% peak inter-story drift. Even at a peak inter-story drift of 6.5%, the residual drift response was still only 0.7%.

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