Cite
HARVARD Citation
Liu, L. et al. (2018). Nonlinear displacement ratio for seismic design of self-centering buckling-restrained braced steel frame considering trilinear hysteresis behavior. Engineering structures. pp. 199-222. [Online].
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Liu, L. et al. (2018). Nonlinear displacement ratio for seismic design of self-centering buckling-restrained braced steel frame considering trilinear hysteresis behavior. Engineering structures. pp. 199-222. [Online].