Seismic Performance of Steel Industrial Storage Racks Subjected to Korea Earthquakes

2018 ◽  
Vol 22 (3) ◽  
pp. 149-160 ◽  
Author(s):  
Jong-Su Jeon ◽  
◽  
Hyoungsuk Choi ◽  
Youngdeuk Seo ◽  
Chunggil Kim ◽  
...  
2001 ◽  
Vol 3 (1) ◽  
pp. 28-35
Author(s):  
Teoman Peköz ◽  
Kotha Rao

Author(s):  
Charles Clifton ◽  
Michel Bruneau ◽  
Greg MacRae ◽  
Roberto Leon ◽  
Alistair Fussell

This paper presents preliminary field observations on the performance of selected steel structures in Christchurch during the earthquake series of 2010 to 2011. This comprises 6 damaging earthquakes, on 4 September and 26 December 2010, February 22, June 6 and two on June 13, 2011. Most notable of these was the 4 September event, at Ms7.1 and MM7 (MM as observed in the Christchurch CBD) and most intense was the 22 February event at Ms6.3 and MM9-10 within the CBD. Focus is on performance of concentrically braced frames, eccentrically braced frames, moment resisting frames and industrial storage racks. With a few notable exceptions, steel structures performed well during this earthquake series, to the extent that inelastic deformations were less than what would have been expected given the severity of the recorded strong motions. Some hypotheses are formulated to explain this satisfactory performance.


2020 ◽  
Vol 168 ◽  
pp. 105999 ◽  
Author(s):  
James R. Maguire ◽  
Lip H. Teh ◽  
G. Charles Clifton ◽  
Z.H. Tang ◽  
James B.P. Lim

Author(s):  
James P. Plantes ◽  
Deepak Ahuja ◽  
Ryan T. Chancey

PCI Journal ◽  
2003 ◽  
Vol 48 (2) ◽  
pp. 80-96 ◽  
Author(s):  
Sam Megally ◽  
Frieder Frieder Seible ◽  
Robert K. Dowell

2019 ◽  
Vol 9 (2) ◽  
pp. 46
Author(s):  
PATEL S. ISHA ◽  
MOHAN RAO B. D. V. CHANDRA ◽  
◽  

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