Fragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Frames (2020)
CitationGranello G, Palermo AG (2020). Fragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Frames. Earthquake Spectra. 36(1). 322-352.
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KeywordsPres-Lam; Post-tensioned timber; Low-damage; Fragility analysis; Seismic performance
ANZSRC Fields of Research40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineering
40 - Engineering::4005 - Civil engineering::400510 - Structural engineering
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Fragility based methodology for evaluating the time-dependent seismic performance of post-tensioned timber frames Granello G; Broccardo M; Palermo A; Pampanin S (SAGE Publications, 2020)Since 2010, the construction of post-tensioned wooden buildings (Pres-Lam) has been growing rapidly worldwide. Pres-Lam technology combines unbonded post tensioning tendons and supplemental damping devices to provide moment ...
Brown J; Li M; Palermo A; Pampanin, Stefano; Sarti F (2020)The development of strong and stiff lateral load resisting systems (LLRS) is essential for mid-rise and high-rise timber buildings. On the other hand, within a seismic design philosophy strength/stiffness and ductility/drift ...
Comparison of Force-Based and Displacement-Based seismic design of dissipative post-tensioned rocking timber wall systems Sarti, F.; Palermo, A.; Pampanin, Stefano (University of Canterbury. Civil and Natural Resources Engineering, 2015)Based on numerical studies performed by the authors, the paper presents to Force-Based (FBD) and Displacement-Based (DBD) seismic Design provisions for dissipative post-tensioned rocking timber wall (Pres-Lam) systems. At ...