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Earthquake response of appendage on multi-story building
Approximate method of analysis of seismic effects on appendages located on top of multistory buildings which are subjected to base acceleration corresponding to N-S component of El Centro 1940 earthquake is based on forced response of separate two degree of freedom systems, one for each normal mode of building; response spectra for two degree of freedom system are included to facilitate use of this method; comparison of results is made with accurate solution and more approximate solution using single degree response spectra.
Earthquake response of appendage on multi-story building
Approximate method of analysis of seismic effects on appendages located on top of multistory buildings which are subjected to base acceleration corresponding to N-S component of El Centro 1940 earthquake is based on forced response of separate two degree of freedom systems, one for each normal mode of building; response spectra for two degree of freedom system are included to facilitate use of this method; comparison of results is made with accurate solution and more approximate solution using single degree response spectra.
Earthquake response of appendage on multi-story building
New Zealand. World Conference -- Proc
Penzien, J. (author) / Chopra, A.K. (author)
Proceedings of the 3rd New Zealand. World Conference on Earthquake Engineering ; 1965
1965
Conference paper
English
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