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Seismic Response of Reinforced Masonry Soundwalls
New design criteria for Reinforced Masonry (RM) Soundwalls, developed by Caltrans followed the January 17, 1994 Northridge earthquake, were proof-tested at the Charles Lee Powell Structural Research Laboratories at the University of California, San Diego, on five full-scale soundwall test specimens. Two types of soundwalls were investigated, namely 4.3 m (14 ft) tall barrier rail and cantilever bridge deck mounted soundwalls and 4.9 m (16 ft) tall free-standing soundwalls supported by a pile cap beam or strip footing. For both types of soundwall, real time dynamic shake table tests and quasi-static fully reversed cyclic reaction wall tests were performed.
Seismic Response of Reinforced Masonry Soundwalls
New design criteria for Reinforced Masonry (RM) Soundwalls, developed by Caltrans followed the January 17, 1994 Northridge earthquake, were proof-tested at the Charles Lee Powell Structural Research Laboratories at the University of California, San Diego, on five full-scale soundwall test specimens. Two types of soundwalls were investigated, namely 4.3 m (14 ft) tall barrier rail and cantilever bridge deck mounted soundwalls and 4.9 m (16 ft) tall free-standing soundwalls supported by a pile cap beam or strip footing. For both types of soundwall, real time dynamic shake table tests and quasi-static fully reversed cyclic reaction wall tests were performed.
Seismic Response of Reinforced Masonry Soundwalls
A. Kakaliagos (Autor:in) / F. Seible (Autor:in) / M. J. N. Priestley (Autor:in)
1995
214 pages
Report
Keine Angabe
Englisch
Structural Analyses , Construction Materials, Components, & Equipment , Masonry , Reinforcement(Structures) , Seismic effects , Structural vibration , Earthquake resistant structures , Dynamic structural analysis , Dynamic response , Bridge decks , Dynamic tests , Vibration tests , Design analysis , Earthquake engineering , Ductility , Soundwalls , Seismic response , Barrier walls
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