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035   $a(EXLCZ)995470000002402117
100   $a20100407d2009      ua             0
101 0 $aeng
135   $aur|||||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aEffects of strength and stiffness degradation on seismic response$b[electronic resource] /$fprepared by Applied Technology Council ; prepared for Federal Emergency Management Agency, Department of Homeland Security
210  1$aWashington, D.C. :$cFederal Emergency Management Agency, Dept. of Homeland Security,$d[2009]
215   $a1 online resource (312 pages) $cillustrations
300   $aTitle from PDF title screen (viewed Apr. 7, 2010).
300   $a"June 2009."
300   $a"FEMA P440A."
320   $aIncludes bibliographical references.
606   $aEarthquake resistant design$xDeterioration$xMathematical models
606   $aBuildings$xEarthquake effects
606   $aBuildings$xDeterioration$xMathematical models
606   $aBuildings$xRepair and reconstruction$xPlanning
606   $aEarthquake engineering$zUnited States
615  0$aEarthquake resistant design$xDeterioration$xMathematical models.
615  0$aBuildings$xEarthquake effects.
615  0$aBuildings$xDeterioration$xMathematical models.
615  0$aBuildings$xRepair and reconstruction$xPlanning.
615  0$aEarthquake engineering
712 02$aUnited States.$bFederal Emergency Management Agency.
712 02$aApplied Technology Council.
801  0$bGPO
801  1$bGPO
801  2$bGPO
906   $aBOOK
912   $a9910699379603321
996   $aEffects of strength and stiffness degradation on seismic response$93190878
997   $aUNINA