A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
RESPONSE OF UNREINFORCED MASONRY BUILDINGS
A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.
RESPONSE OF UNREINFORCED MASONRY BUILDINGS
A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.
RESPONSE OF UNREINFORCED MASONRY BUILDINGS
Abrams, Daniel P. (author)
Journal of Earthquake Engineering ; 1 ; 257-273
1997-01-01
17 pages
Article (Journal)
Electronic Resource
English
acceleration , amplification , brick , clay-unit masonry , displacement , diaphragm , dynamics , elastic , evaluation , inertia , lateral forces , nonlinear , rehabilitation , response seismic , spectra , stiffness , strength , unreinforced
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