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Response of unreinforced masonry buildings
Daniel P. Abrams
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Keyphrases
Dynamic Measurement
50%
Flexible Diaphragm
50%
Nonlinear Response
50%
Rocking pier
50%
Seismic Demand
50%
Simulated Earthquake Motion
50%
Unreinforced Masonry Buildings
100%
Engineering
Diaphragm
50%
Illustrates
50%
Masonry Building
100%
Nonlinear Response
50%