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This technical note presents an experimental investigation of the performance of five novel precast concrete moment-resisting connections subjected to a
Mohammed Morovat, Joseph Main, Jonathan Weigand, Malcolm Ammons, Fahim H. Sadek, Long Phan
This report describes the development and validation of a computational modeling approach for steel gravity frames with composite floor systems subjected to
Long Phan, Jonathan Weigand, Fahim H. Sadek, Adam L. Pintar, Sorin Marcu, Travis Thonstad, Timothy Barrett
A series of 19 beam specimens, with varying stirrup spacing and tensile lap splice lengths, were tested at the National Institute of Standards and Technology