Search Results - "Steele, Taylor C."

Design-level estimation of seismic displacements for self-centering SDOF systems on stiff soil by Zhang, Changxuan, Steele, Taylor C., Wiebe, Lydell D.A.

“…•Self-centering SDOF systems can be considered with relatively large values of R.•Energy dissipation decreases peak displacements, but with diminishing…”
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Collapse risk of controlled rocking steel braced frames considering buckling and yielding of capacity-protected frame members by Steele, Taylor C., Wiebe, Lydell D.A.

“…•Designing for higher modes at the DBE level is sufficient for collapse prevention.•The effects of frame member buckling and yielding in CRBFs are…”
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Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames by Steele, Taylor C., Wiebe, Lydell D. A.

“…Summary Controlled rocking steel braced frames (CRSBFs) have been proposed as a low‐damage seismic force resisting system with reliable self‐centring…”
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Large-Scale Experimental Testing and Numerical Modeling of Floor-to-Frame Connections for Controlled Rocking Steel Braced Frames by Steele, Taylor C, Wiebe, Lydell D. A

“…AbstractControlled rocking steel braced frames (CRSBFs) are low-damage lateral force resisting systems that mitigate structural damage through a controlled…”
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Collapse risk of controlled rocking steel braced frames with different post‐tensioning and energy dissipation designs by Steele, Taylor C., Wiebe, Lydell D. A.

“…Summary Controlled rocking steel braced frames (CRSBFs) are low‐damage self‐centring lateral force resisting systems. Previous studies have shown that…”
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Seismic Collapse Risk Assessment of Posttensioned Controlled Rocking Masonry Walls by Yassin, Ahmed, Ezzeldin, Mohamed, Steele, Taylor, Wiebe, Lydell

“…AbstractThe use of vertical unbonded posttensioned (PT) bars in masonry walls results in a controlled rocking behavior that can provide a high drift capacity…”
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