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Hybrid Reinforced Precast Frame for Seismic Regions
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 have 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.
Hybrid Reinforced Precast Frame for Seismic Regions
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 have 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.
Hybrid Reinforced Precast Frame for Seismic Regions
J. Stanton (Autor:in) / W. Stone (Autor:in) / G. S. Cheok (Autor:in)
1997
13 pages
Report
Keine Angabe
Englisch
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