contributor author | Togay Ozbakkaloglu | |
contributor author | Murat Saatcioglu | |
date accessioned | 2017-05-08T21:30:55Z | |
date available | 2017-05-08T21:30:55Z | |
date copyright | December 2006 | |
date issued | 2006 | |
identifier other | %28asce%291090-0268%282006%2910%3A6%28538%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54411 | |
description abstract | The use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of material. The confinement requirements for HSC columns may be prohibitively stringent when ordinary grade transverse steel reinforcement is used. An alternative to conventional confinement reinforcement is the use of fiber-reinforced polymer (FRP) tubes in the form of stay-in-place formwork which can fulfill multiple functions of: (1) formwork; (2) confinement reinforcement; and (3) protective shell against corrosion, weathering and chemical attacks. The use of stay-in-place FRP formwork is investigated as concrete confinement reinforcement for HSC and normal strength concrete (NSC) columns with circular cross sections. Large-scale specimens with | |
publisher | American Society of Civil Engineers | |
title | Seismic Behavior of High-Strength Concrete Columns Confined by Fiber-Reinforced Polymer Tubes | |
type | Journal Paper | |
journal volume | 10 | |
journal issue | 6 | |
journal title | Journal of Composites for Construction | |
identifier doi | 10.1061/(ASCE)1090-0268(2006)10:6(538) | |
tree | Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 006 | |
contenttype | Fulltext | |