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Aseismic design of structures by rigidity criterion
Earthquake design coefficients of many building codes are insufficient for certain types of structures, particularly for industrial and other, more specialized types; set of curves is presented which show design coefficients as function of rigidity of structures; coefficients are based on modified response spectra on one-mass systems obtained by dynamic analysis.
Aseismic design of structures by rigidity criterion
Earthquake design coefficients of many building codes are insufficient for certain types of structures, particularly for industrial and other, more specialized types; set of curves is presented which show design coefficients as function of rigidity of structures; coefficients are based on modified response spectra on one-mass systems obtained by dynamic analysis.
Aseismic design of structures by rigidity criterion
ASCE -- Proc (J Structural Div)
Tsui, E.Y.W. (author)
1959
26 pages
Article (Journal)
English
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