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
2018 ◽  
Vol 763 ◽  
pp. 400-405
Author(s):  
Ali A. Rad ◽  
Gregory A. MacRae ◽  
Nikoo K. Hazaveh ◽  
Quincy T. Ma

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%.


2018 ◽  
Vol 48 (2) ◽  
pp. 173-187 ◽  
Author(s):  
Christopher Trautner ◽  
Tara Hutchinson ◽  
Philipp Grosser ◽  
Roberto Piccinin ◽  
John Silva

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2021 ◽  
Vol 4 (2-4) ◽  
pp. 1949-1956
Author(s):  
Jamie Goggins ◽  
Yadong Jiang ◽  
Brian M. Broderick ◽  
Suhaib Salawdeh ◽  
Gerard J. O'Reilly ◽  
...  

2019 ◽  
Author(s):  
Sarmad Shakeel ◽  
Bianca Bucciero ◽  
Alessia Campiche ◽  
Tatiana Pali ◽  
Luigi Fiorino ◽  
...  

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