Structural repairing of damaged reinforced concrete beam-column assemblies with CFRPs

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F15%3A39901098" target="_blank" >RIV/00216275:25510/15:39901098 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.12989/sem.2015.54.3.521" target="_blank" >http://dx.doi.org/10.12989/sem.2015.54.3.521</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.12989/sem.2015.54.3.521" target="_blank" >10.12989/sem.2015.54.3.521</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Structural repairing of damaged reinforced concrete beam-column assemblies with CFRPs

Popis výsledku v původním jazyce

Depending on the damage type as well as the level of damage observed after the earthquake, certain measures should be taken for the damaged buildings. In this study, structural repairing of two different types of damaged RC beam-column assembly by carbonfiber-reinforced polymer sheets is investigated in detail as a member repairing technique. Two types of 1: 1 scale test specimens, which represent the exterior RC beam-column connection taken from inflection points of the frame, are utilized. The firstspecimen is designed according to the current Turkish Earthquake Code, whereas the second one represents a deficient RC beam-column assembly. Both of the specimens were subjected to cyclic quasi-static loading in the laboratory and different levels of structural damage were observed. The first specimen displayed a ductile response with the damage concentrated in the beam. However, in the second specimen, the beam-column joint was severely damaged while the rest of the members did not att

Název v anglickém jazyce

Structural repairing of damaged reinforced concrete beam-column assemblies with CFRPs

Popis výsledku anglicky

Depending on the damage type as well as the level of damage observed after the earthquake, certain measures should be taken for the damaged buildings. In this study, structural repairing of two different types of damaged RC beam-column assembly by carbonfiber-reinforced polymer sheets is investigated in detail as a member repairing technique. Two types of 1: 1 scale test specimens, which represent the exterior RC beam-column connection taken from inflection points of the frame, are utilized. The firstspecimen is designed according to the current Turkish Earthquake Code, whereas the second one represents a deficient RC beam-column assembly. Both of the specimens were subjected to cyclic quasi-static loading in the laboratory and different levels of structural damage were observed. The first specimen displayed a ductile response with the damage concentrated in the beam. However, in the second specimen, the beam-column joint was severely damaged while the rest of the members did not att

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

—

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Structural Engineering and Mechanics

ISSN

1225-4568

e-ISSN

—

Svazek periodika

54

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

KR - Korejská republika

Počet stran výsledku

23

Strana od-do

521-543

Kód UT WoS článku

000353220100008

EID výsledku v databázi Scopus

—