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- W22141459 abstract "Quasi-static “push-down” experiments were performed to evaluate the progressive collapse resistance of steel buildings considering multi-hazard extreme loading. A 1:3 scale three-story, two-bay conventional special moment resisting frame (SMRF) and a post-tensioned energy-dissipating frame (PTED) of similar geometry, designed and previously tested for seismic performance on a shaking table, were adapted for quasi static collapse testing. The experiments simulated the structural response of a prototype building after the sudden failure of a base column. An objective of the tests was to evaluate the effectiveness of earthquake resistant design details in enhancing the resistance to progressive collapse. An effort was made to document the sequence of damage in the frames and to correlate observed damage events with changes in the global resisting strength. Significant vertical displacement capacity and the ability of the steel components to redistribute loads after the failure of a single column were demonstrated by both tests. The resistance of the SMRF specimen against progressive collapse depends on the ultimate deformation capacity of the beam-to-column connections including panel zones, while the vertical load carrying capacity of the PTED frame depends primarily on the performance and ultimate strength of the tendons. Numerical simulations, using simplified models of the frames, investigate the capability of structural analysis software to reproduce the experimentally measured response." @default.
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- W22141459 date "2011-09-20" @default.
- W22141459 modified "2023-09-23" @default.
- W22141459 title "Experimental Investigation of the Progressive Collapse of a Steel Special Moment-Resisting Frame and a Post-tensioned Energy-Dissipating Frame" @default.
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- W22141459 doi "https://doi.org/10.1007/978-94-007-1977-4_19" @default.
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