Development of a simplified procedure to predict dead load deflections of skewed and non-skewed steel plate girder bridges

التفاصيل البيبلوغرافية
العنوان: Development of a simplified procedure to predict dead load deflections of skewed and non-skewed steel plate girder bridges
بيانات النشر: Raleigh, NC : Constructed Facilities Laboratory, North Carolina State University, [2006]
تفاصيل مُضافة: Fisher, Seth T.
North Carolina State University. Constructed Facilities Laboratory.
North Carolina. Department of Transportation. Research and Analysis Group.
North Carolina State University. Department of Civil, Construction, and Environmental Engineering.
وصف مادي: xiv, 374 pages : digital, PDF file (3.4 MB) with illustrations (chiefly color)
Text document in PDF format.
Supplemental Data: System requirements: Adobe Acrobat Reader.
Mode of access: World Wide Web.
الموضوعات: Steel plate deck bridges North Carolina., Iron and steel bridges North Carolina., Dead loads (Mechanics), Charges permanentes., dead loads., Dead loads (Mechanics), Iron and steel bridges., Steel plate deck bridges., North Carolina.
URL: http://www.ncdot.org/doh/preconstruct/tpb/research/download/2004-14FinalReport.pdf
http://worldcat.org/oclc/575709630/viewonline
ملاحظة: Title from PDF title screen.
"February 2006."
"NCSU-CFL report no. RD-06-05."
"NCDOT report no. FHWA/NC/2006-13."
Includes bibliographical references (pages 224-227).
Performed by North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering, sponsored by North Carolina Dept. of Transportation Research and Analysis Group 2004-14
أرقام أخرى: CBT
575709630
المصدر المساهم: From OAIster®, provided by the OCLC Cooperative.
رقم الأكسشن: edsoai.ocn575709630
قاعدة البيانات: OAIster