01899aam 2200445I 450 991071138240332120160420032120.0GOVPUB-C13-bb8e7bb87b2fd027751bc0172f60c698(CKB)5470000002482204(OCoLC)947005736(EXLCZ)99547000000248220420160420d2015 ua 0engrdacontentrdamediardacarrierAssessment of fire generation performance-based seismic design methods for new steel buildings volume 3: eccentrically braced frames /John L. Harris III., Matthew S. SpeicherGaithersburg, MD :U.S. Dept. of Commerce, National Institute of Standards and Technology,2015.1 online resource (iv + 55 pages) illustrations (some color)NIST technical note ;1863-3Contributed record: Metadata reviewed, not verified. Some fields updated by batch processes.February 2015.Title from PDF title page (viewed December 31, 2015).Includes bibliographical references.Assessment of fire generation performance-based seismic design methods for new steel buildings Building, FireproofStructural engineeringBuilding, Fireproof.Structural engineering.Harris John L., III1399768Harris John L. III1399768Speicher Matthew S1399769Physical Measurement Laboratory (National Institute of Standards and Technology (U.S.)).Radiation Physics Division.NBSNBSGPOBOOK9910711382403321Assessment of fire generation performance-based seismic design methods for new steel buildings3465649UNINA