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Response analysis of tall buildings to strong earthquake motions -- 2
Pt 2. Comparison is made between computed and recorded accelerations at top of reinforced concrete buildings in longitudinal direction caused by strong earthquakes; computed accelerations are obtained using response analysis technique for multimass vibratory system which is considered to represent each building; good agreement is seen between computed and recorded accelerations in every building.
Response analysis of tall buildings to strong earthquake motions -- 2
Pt 2. Comparison is made between computed and recorded accelerations at top of reinforced concrete buildings in longitudinal direction caused by strong earthquakes; computed accelerations are obtained using response analysis technique for multimass vibratory system which is considered to represent each building; good agreement is seen between computed and recorded accelerations in every building.
Response analysis of tall buildings to strong earthquake motions -- 2
Tokyo. Univ -- Earthquake Research Inst -- Bul
Osawa, Y. (author) / Murakami, M. (author)
1966
13 pages
Article (Journal)
English
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Response analysis of tall buildings to strong earthquake motions -- 1
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