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024 8 $aGOVPUB-C13-bb8e7bb87b2fd027751bc0172f60c698
035   $a(CKB)5470000002482204
035   $a(OCoLC)947005736
035   $a(EXLCZ)995470000002482204
100   $a20160420d2015      ua             0
101 0 $aeng
181   $2rdacontent
182   $2rdamedia
183   $2rdacarrier
200 10$aAssessment of fire generation performance-based seismic design methods for new steel buildings $evolume 3: eccentrically braced frames /$fJohn L. Harris III., Matthew S. Speicher
210  1$aGaithersburg, MD :$cU.S. Dept. of Commerce, National Institute of Standards and Technology,$d2015.
215   $a1 online resource (iv + 55 pages) $cillustrations (some color)
225 1 $aNIST technical note ;$v1863-3
300   $aContributed record: Metadata reviewed, not verified. Some fields updated by batch processes.
300   $aFebruary 2015.
300   $aTitle from PDF title page (viewed December 31, 2015).
320   $aIncludes bibliographical references.
517   $aAssessment of fire generation performance-based seismic design methods for new steel buildings 
606   $aBuilding, Fireproof
606   $aStructural engineering
615  0$aBuilding, Fireproof.
615  0$aStructural engineering.
700   $aHarris$b John L., III$01399768
701   $aHarris$b John L. III$01399768
701   $aSpeicher$b Matthew S$01399769
712 02$aPhysical Measurement Laboratory (National Institute of Standards and Technology (U.S.)).$bRadiation Physics Division.
801  0$bNBS
801  1$bNBS
801  2$bGPO
906   $aBOOK
912   $a9910711382403321
996   $aAssessment of fire generation performance-based seismic design methods for new steel buildings$93465649
997   $aUNINA