Correction: Mechanism of Active Transport: Free Energy Dissipation and Free Energy Transduction

1983 ◽  
Vol 80 (4) ◽  
pp. 1135-1135
2001 ◽  
Vol 105 (23) ◽  
pp. 5359-5367 ◽  
Author(s):  
I. V. Kurnikov ◽  
A. K. Charnley ◽  
D. N. Beratan

Author(s):  
Giuseppe Inesi ◽  
Carol Coan ◽  
Sergio Verjovski-Almeida ◽  
Mark Kurzmack ◽  
David E. Lewis

2019 ◽  
Vol 120 (1) ◽  
pp. 434-459 ◽  
Author(s):  
Aidan I. Brown ◽  
David A. Sivak

Materials ◽  
2020 ◽  
Vol 13 (18) ◽  
pp. 3986
Author(s):  
Chengyu Li ◽  
Qi Liu ◽  
Gongwen Li

Traditional rigid column base connections are damaged to different degrees after an earthquake and the damage is generally nonrecoverable. Thus, the cost of repairing or dismantling is quite high. A new type of slip-friction column base connection is proposed in this paper, which aims to replace the yielding energy dissipation of the traditional column base connection by the sliding friction energy dissipation between the arc endplates, thus achieving the design objective of damage-free energy dissipation. Finite element simulation was conducted to study the hysteretic performance of the proposed connections considering different axial compression ratios. The research indicates that both kinds of the proposed connections show good energy dissipation behavior and the increase of axial compression force can increase the energy dissipation ability. It also shows that the two kinds of connections can achieve the objective of damage-free energy dissipation. For the proposed connection, future research is still needed such as corresponding tests in the laboratory, the effect of the connection on the whole structure, and the re-centering systems for the connections.


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