Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links

2018 ◽  
Vol 47 (6) ◽  
pp. 1460-1477 ◽  
Author(s):  
Ryan Gohlich ◽  
Jeffrey Erochko ◽  
Joshua E. Woods
2009 ◽  
Vol 36 (2) ◽  
pp. 280-294 ◽  
Author(s):  
Md Yousuf ◽  
Ashutosh Bagchi

The seismic design provisions in the current edition of the National building code of Canada significantly differ from those in the earlier version of the code . Although the code has moved from the earlier prescriptive provisions towards a more performance-based design, such design principles have not yet been fully implemented. In the present work, four ductile steel moment-resisting frame buildings with heights of 5, 10, 15, and 20 storeys, were designed for Vancouver using the newer code, and their performances were studied to determine the level of seismic protection implied in the code. Synthesized and scaled real ground motion records were used to evaluate the nonlinear dynamic response of these structures. Although the buildings achieved the collapse prevention performance objective of the code, variations in evaluated performance parameters for the different buildings were observed. Also, building performance was found to be affected by the presence of infill walls, as well as by the nature of selected ground motion records and the methods used to scale them to Vancouver uniform hazard spectra.


PCI Journal ◽  
1992 ◽  
Vol 37 (5) ◽  
pp. 80-92 ◽  
Author(s):  
Regina Gaiotti ◽  
Bryan Stafford Smith

2021 ◽  
Vol 242 ◽  
pp. 112532
Author(s):  
Zhenhua Huang ◽  
Liping Cai ◽  
Yashica Pandey ◽  
Yong Tao ◽  
William Telone

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 1802-1818
Author(s):  
Mahsa Chaboki ◽  
Mahdi Heshmati ◽  
Ali Akbar Aghakouchak

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