Seismic damage estimation for low‐ and mid‐rise buildings in japan

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Abstract
While much effort has been spent on analysis of individual structures, building class seismic damage estimators, of value in disaster planning, code‐writing, city planning, national hazards policy formulation, etc., have been little investigated. Based largely on data from Sendai City, Japan in the 12 June, 1978 Miyagiken‐oki earthquake (ML = 7.4), estimators of seismic damage for low‐ and mid‐rise buildings in urban Japan have been determined. For low‐rise buildings, based on damage to over 60,000 buildings, damage ratios for onset of damage and collapse and for cost of damage are found to correlate best with response spectra at 0.75 s. Using published test data and average building properties, a seismic damage model explains the low‐rise building behaviour and permits examination of the effect of structural changes on the estimated damage. For mid‐rise buildings, damage states (0: none, 4: total) are determined as a function of maximum storey displacement, based on published natural period determinations (pre‐ and post‐earthquake) for 189 mid‐rise buildings in Sendai. The effects of structural changes on expected damage can also be estimated. With these two building class damage estimators, a large part of future seismic damage to urban Japan can be estimated, as well as the effects of various mitigation measures.

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