Nonlinear seismic performance of Y-type self-centering steel eccentrically braced frame buildings

Published 2018 View Full Article

Authors

Keywords

Eccentrically braced frames, Numerical simulation, Post-tensioning, Replaceable energy dissipation device, Nonlinear seismic performance, Self-centering behavior, Rocking link beam

Journal

ENGINEERING STRUCTURES

Volume 179, Issue -, Pages 448-459

Publisher

Elsevier BV

Online

2018-11-14

DOI

10.1016/j.engstruct.2018.11.002

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