Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States
This dissertation discusses the potential for using a conventional main lateral-force resisting system, combined with the reserve strength in the gravity framing, and or auxiliary collapse-inhibiting mechanisms deployed throughout the building, or enhanced shear tab connections, to provide adequate...
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| Format: | Others |
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Virginia Tech
2016
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| Online Access: | http://hdl.handle.net/10919/73509 |