Effect of FRP retrofitting on post-blast axial capacity of reinforced concrete columns

From National Research Council Canada

AuthorSearch for: ; Search for: 1 ; Search for:
Name affiliation
  1. National Research Council Canada. Construction
FormatText
TypeArticle
Proceedings titleAnnual Conference - Canadian Society for Civil Engineering (2015)
ConferenceCanadian Society for Civil Engineering Annual Conference 2015: Building on Our Growth Opportunities, May 37-30, 2015, Regina, Saskatchewan
ISBN978-151082364-8
Volume2
Pages10011010
SubjectConcrete construction; Concretes; Shock testing; Shock tubes Axial capacity; Blast events; CFRP laminate; Critical zones; FRP retrofitting; Reinforced concrete column; Testing environment; Ultimate load capacity
Abstract
Publication date
PublisherCanadian Society for Civil Engineering
LanguageEnglish
Peer reviewedYes
NPARC number23000981
Export citationExport as RIS
Report a correctionReport a correction
Record identifierda9b3609-4272-4480-ab88-67f7048b6b42
Record created2016-11-23
Record modified2017-07-05
Date modified: