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Three no t iceab le cases o f damage dur ing the 1995 Hyogoken-Nanbu ea r thquake a re rev iewed; the da mage ra te o f re in forced concre te bu i ld ings in Kobe c i ty, the behav io r o f the Sh in -Naga ta h ighr i se res iden t ia l bu i ld ing , the f rac tu res o f co lumns o f h ighr i se bu i ld ings in Ash iyaha ma Seas ide town. In these cases , the p redominan t pe r iods o f g round mot ions a re cons ide rab ly longer than the na tu ra l per iods o f bu i ld ings and resonance i s no t expec ted . These phenomena a re examined by a p roposed response spec t rum of e las to -p las t i c sys te m wi th cons tan t damping fac to r and exp la ined as t r ans i t ions o f na tu ra l pe r iods o f bu i ld ings . Th i s method g ives approp r ia te es t i ma tes o f an inc rease in per iod wi th an inc rease in ampl i tude .

REVIEW OF DAMAGE TO BUILDINGS DURING 1995 HYOGOKEN-NANBU EARTHQUAKE BY ELASTO-PLASTIC RESPONSE SPECTRUM WITH CONSTANT DAMPING FACTOR