Full scale tests on moment-resisting-frames under cyclic loading

ce/papers ◽  
2017 ◽  
Vol 1 (5-6) ◽  
pp. 86-91
Author(s):  
Ioannis Vayas ◽  
Stella Avgerinou
1995 ◽  
Vol 22 (1) ◽  
pp. 121-134
Author(s):  
R. M. Korol ◽  
M. L. Daali

A series of tests on W-shaped beam-to-column connections subjected to quasi-static cyclic loading was conducted to assess their ductility and energy dissipation capabilities. The specimens represent beams in ductile moment resisting frames undergoing alternating lateral loads. The aim of this study was to assess and compare the rotation capacity and energy absorption of locally web-stiffened beams with unstiffened beams. Of direct relevance to seismically designed moment resisting steel frames, the experimental results of this research clearly highlight the superiority of herring-bone style web-stiffened specimens over vertically web-stiffened or unstiffened specimens. Key words: earthquake, response, steel, moment resisting frames, stiffener, cyclic loading.


2018 ◽  
Vol 115 ◽  
pp. 564-577 ◽  
Author(s):  
Stella Avgerinou ◽  
Xenofon Lignos ◽  
Pavlos Thanopoulos ◽  
Andreas Spiliopoulos ◽  
Ioannis Vayas

2021 ◽  
Vol 242 ◽  
pp. 112549
Author(s):  
Takanori Ishida ◽  
Randy Tenderan ◽  
Keita Kohtaki ◽  
Shoichi Kishiki ◽  
Jun Iyama ◽  
...  

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 3444-3453
Author(s):  
Stella Avgerinou ◽  
Xenofon Lignos ◽  
Pavlos Thanopoulos ◽  
Ioannis Vayas

2011 ◽  
Vol 268 ◽  
pp. 012010
Author(s):  
M Ivanyi ◽  
P Ivanyi ◽  
M M Ivanyi

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