scholarly journals EC8-based seismic design and assessment of self-centering post-tensioned steel frames with viscous dampers

2015 ◽  
Vol 105 ◽  
pp. 60-73 ◽  
Author(s):  
Angelos S. Tzimas ◽  
Athanasios I. Dimopoulos ◽  
Theodore L. Karavasilis
2013 ◽  
Vol 11 (5) ◽  
pp. 1797-1816 ◽  
Author(s):  
Athanasios I. Dimopoulos ◽  
Theodore L. Karavasilis ◽  
George Vasdravellis ◽  
Brian Uy

2011 ◽  
Vol 243-249 ◽  
pp. 499-505
Author(s):  
Can Xing Qiu ◽  
He Tao Hou ◽  
Wei Long Liu ◽  
Ming Lei Wu

A model of full scale one-bay, one storey was tested under low cyclic loading in order to study the hysteretic behavior of steel frames with sandwich composite (SC) panels. According to the failure pattern and damage process of test specimen, seismic behaviors were evaluated. Hysterics loops, skeleton curves, curves of strength degradation, and curves of stiffness degradation, ductility index and viscous damping coefficient were analyzed. Test results show that the failures of panels mainly occurred around the embedded parts, but compared with traditional panels and walls, SC panels exhibit a better integration. The connection between panel and steel frame is vital to the mutual work of the two parts. Finally, seismic design recommendations based on the analysis of ductility index and energy dissipation of the structures are presented.


2018 ◽  
Vol 173 ◽  
pp. 933-950 ◽  
Author(s):  
Michele Palermo ◽  
Stefano Silvestri ◽  
Luca Landi ◽  
Giada Gasparini ◽  
Tomaso Trombetti

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