Development of structural shear fuse in moment resisting frames

作者: M.T. Nikoukalam , Kiarash M. Dolatshahi

DOI: 10.1016/J.JCSR.2015.08.008

关键词:

摘要: … only within the link of SLF, and hence the damaged links can be quickly inspected and replaced, significantly minimizing the downtime of the structure and extending its life span. …

参考文章(23)
George Charles Clifton, Semi-rigid joints for moment-resisting steel framed seismic-resisting systems ResearchSpace@Auckland. ,(2005)
Chia-Ming Uang, Andrew Stuart Whittaker, Michel Bruneau, Ductile design of steel structures ,(1997)
James M. Ricles, Richard Sause, Maria M. Garlock, Chen Zhao, Posttensioned Seismic-Resistant Connections for Steel Frames Journal of Structural Engineering-asce. ,vol. 127, pp. 113- 121 ,(2001) , 10.1061/(ASCE)0733-9445(2001)127:2(113)
Yunlu Shen, Constantin Christopoulos, Nabil Mansour, Robert Tremblay, Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable Links Journal of Structural Engineering-asce. ,vol. 137, pp. 1107- 1117 ,(2011) , 10.1061/(ASCE)ST.1943-541X.0000359
M. D. Engelhardt, E. P. Popov, Experimental Performance of Long Links in Eccentrically Braced Frames Journal of Structural Engineering-asce. ,vol. 118, pp. 3067- 3088 ,(1992) , 10.1061/(ASCE)0733-9445(1992)118:11(3067)
Keith D. Hjelmstad, Egor P. Popov, Cyclic Behavior and Design of Link Beams Journal of Structural Engineering. ,vol. 109, pp. 2387- 2403 ,(1983) , 10.1061/(ASCE)0733-9445(1983)109:10(2387)
Cheol-Ho Lee, Sang-Woo Jeon, Jin-Ho Kim, Chia-Ming Uang, Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections Journal of Structural Engineering-asce. ,vol. 131, pp. 1854- 1865 ,(2005) , 10.1061/(ASCE)0733-9445(2005)131:12(1854)
Paul W. Richards, Chia-Ming Uang, Effect of Flange Width-Thickness Ratio on Eccentrically Braced Frames Link Cyclic Rotation Capacity Journal of Structural Engineering-asce. ,vol. 131, pp. 1546- 1552 ,(2005) , 10.1061/(ASCE)0733-9445(2005)131:10(1546)