Seismic performance of buckling-restrained braced frames with eccentric configurations

Braced frames are often used to resist lateral earthquake loads in steel buildings, but braces can interfere with architectural features. Eccentrically braced frames (EBFs) will accommodate windows, doors, and halls, but have performance limitations when link-to column connections are required. An alternative to EBFs may be buckling restrained braced frames with eccentric configurations (BRBF-Es). This paper introduces the concept of BRBF-Es and highlights design considerations. An analytical study was conducted that compares the performance and economy of BRBF-Es with EBFs. Results from non-linear time history analyses indicate that BRBF-Es will have greater residual drifts than comparable EBFs, but are less susceptible to failures at link-to-column connections. BRBF-Es require more steel than EBFs, but savings in design, fabrication, and erection may offset higher material costs.

Published in:
ASCE Journal of Structural Engineering, 138, 3, 345-353

Note: The status of this file is: EPFL only

 Record created 2011-12-20, last modified 2018-03-17

Publisher's version:
Download fulltext

Rate this document:

Rate this document:
(Not yet reviewed)