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Dynamic characteristics of infilled frames
Experimental determination of damping and experimental and theoretical methods for determining natural frequencies and mode shapes of frames; damping is expressed as coefficient of equivalent viscous damping, which is obtained by half-cyclic load tests on infilled frames both with and without shear connectors, and by forced vibration tests; experimental observations indicate that frames behave more like cantilever than shear structure; empirical formula given by G.W.Housner and A.G.Brady for finding period of vibration of multi-story shear wall buildings is considered in relation to results obtained.
Dynamic characteristics of infilled frames
Experimental determination of damping and experimental and theoretical methods for determining natural frequencies and mode shapes of frames; damping is expressed as coefficient of equivalent viscous damping, which is obtained by half-cyclic load tests on infilled frames both with and without shear connectors, and by forced vibration tests; experimental observations indicate that frames behave more like cantilever than shear structure; empirical formula given by G.W.Housner and A.G.Brady for finding period of vibration of multi-story shear wall buildings is considered in relation to results obtained.
Dynamic characteristics of infilled frames
Instn Civ Engrs -- Proc
Mallick, D.V. (author) / Severn, R.T. (author)
1968
27 pages
Article (Journal)
English
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