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Novel damage free self centering column base connection for earthquake resilient steel buildings

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Figure

Figure 1.3 Conventional exposed tube column bases in steel MRFs: (a) unstiffened tube base; (b) stiffened tube base
Figure 1.5 Anchor bolt pullout failure under tension (Ayub and Guttema, 2012)
Figure 1.6 (a) Grout crushing; (b) Pedestal crushing; (c) Pedestal splitting. Photographs: (a), (b), (c) after Gomez et al
Figure 1.7 (a), (b), (c) Shear failure of the anchor bolts; (d) Shear failure of the bolts,
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