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Beam to Column Connections for Precast Concrete Moment Resisting Frames
This study was performed as one phase of an extensive research program focusing on the seismic behavior of precast connections. The primary objective of the research program was to observe and investigate the seismic behavior of the connection detail proposed by the collaborating company and the specimens with improved details, in order to develop a 'moment resisting precast concrete beam-to-beam connection'. In this study, beam-column connection subassemblies were tested under reversed cyclic loading simulating severe earthquake action.
Beam to Column Connections for Precast Concrete Moment Resisting Frames
This study was performed as one phase of an extensive research program focusing on the seismic behavior of precast connections. The primary objective of the research program was to observe and investigate the seismic behavior of the connection detail proposed by the collaborating company and the specimens with improved details, in order to develop a 'moment resisting precast concrete beam-to-beam connection'. In this study, beam-column connection subassemblies were tested under reversed cyclic loading simulating severe earthquake action.
Beam to Column Connections for Precast Concrete Moment Resisting Frames
G. Cheok (Autor:in) / W. Stone (Autor:in) / J. Stanton (Autor:in) / D. Seagren (Autor:in)
1994
8 pages
Report
Keine Angabe
Englisch
Construction Materials, Components, & Equipment , Geology & Geophysics , Cyclic loading , Specimen details , Test procedures , Energy dissipators , Models , Post tensioning , Precast concrete structures , Prescast beam column connections , Beam to beam connection , Reversed cycling inelastic loadings , Monolithic connections
Hybrid Moment Resisting Precast Beam-Column Connections
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