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Hybrid Reinforced Precast Frame for Seismic Regions
Published
Author(s)
J Stanton, William C. Stone, Geraldine S. Cheok
Abstract
A precast, prestressed concrete framing system for resisting earthquake loads is described. The system uses both unbonded post-tensioned reinforcement and bonded bar reinforcement. Tests hve shown that its performance is equal or superior to that of a conventional cast-in-place moment frame. Design criteria and code implications resulting from the test program as well as suggested topics for future research are discussed.
Stanton, J.
, Stone, W.
and Cheok, G.
(1997),
Hybrid Reinforced Precast Frame for Seismic Regions, PCI Journal, [online], https://tsapps.nist.gov/publication/get_pdf.cfm?pub_id=909451
(Accessed November 28, 2023)