Seismic load tests on exterior beam-column connections of existing RC structures
Suggestions for improving seismic performance of beam-column connections of the existing RC structures are presented in this paper. The use of low-strength concrete with plain bars without stirrups in joints is analysed, and behaviour of joints in the aforementioned conditions under cyclic load is...
Main Authors: | , , , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Croatian Association of Civil Engineers
2019-12-01
|
Series: | Građevinar |
Online Access: | http://www.casopis-gradjevinar.hr/archive/article/2524 |
_version_ | 1819115678364336128 |
---|---|
author | Atakan Mangir Abdulrauf Kanishka Cumhur Cosgun Turgay Cosgun Baris Sayin Ahmet Murat Türk |
author_facet | Atakan Mangir Abdulrauf Kanishka Cumhur Cosgun Turgay Cosgun Baris Sayin Ahmet Murat Türk |
author_sort | Atakan Mangir |
collection | DOAJ |
description | Suggestions for improving seismic performance of beam-column connections of the existing RC structures are presented in this paper. The use of low-strength concrete with plain bars without stirrups in joints is analysed, and behaviour of joints in the aforementioned conditions under cyclic load is investigated. Five specimens with different reinforcement configurations were produced and tested in the experimental process. Based on results, it was concluded that critical parameters for the performance of existing structures are: stirrup arrangement in joints, and the use of at least 90-degree hooks in longitudinal reinforcement of beams. |
first_indexed | 2024-12-22T05:05:01Z |
format | Article |
id | doaj.art-e116d2da78244dc2ae05322fa28b58f3 |
institution | Directory Open Access Journal |
issn | 0350-2465 1333-9095 |
language | English |
last_indexed | 2024-12-22T05:05:01Z |
publishDate | 2019-12-01 |
publisher | Croatian Association of Civil Engineers |
record_format | Article |
series | Građevinar |
spelling | doaj.art-e116d2da78244dc2ae05322fa28b58f32022-12-21T18:38:08ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952019-12-017112.1129114110.14256/JCE.2524.2018232068Seismic load tests on exterior beam-column connections of existing RC structuresAtakan MangirAbdulrauf KanishkaCumhur CosgunTurgay CosgunBaris SayinAhmet Murat TürkSuggestions for improving seismic performance of beam-column connections of the existing RC structures are presented in this paper. The use of low-strength concrete with plain bars without stirrups in joints is analysed, and behaviour of joints in the aforementioned conditions under cyclic load is investigated. Five specimens with different reinforcement configurations were produced and tested in the experimental process. Based on results, it was concluded that critical parameters for the performance of existing structures are: stirrup arrangement in joints, and the use of at least 90-degree hooks in longitudinal reinforcement of beams.http://www.casopis-gradjevinar.hr/archive/article/2524 |
spellingShingle | Atakan Mangir Abdulrauf Kanishka Cumhur Cosgun Turgay Cosgun Baris Sayin Ahmet Murat Türk Seismic load tests on exterior beam-column connections of existing RC structures Građevinar |
title | Seismic load tests on exterior beam-column connections of existing RC structures |
title_full | Seismic load tests on exterior beam-column connections of existing RC structures |
title_fullStr | Seismic load tests on exterior beam-column connections of existing RC structures |
title_full_unstemmed | Seismic load tests on exterior beam-column connections of existing RC structures |
title_short | Seismic load tests on exterior beam-column connections of existing RC structures |
title_sort | seismic load tests on exterior beam column connections of existing rc structures |
url | http://www.casopis-gradjevinar.hr/archive/article/2524 |
work_keys_str_mv | AT atakanmangir seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures AT abdulraufkanishka seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures AT cumhurcosgun seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures AT turgaycosgun seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures AT barissayin seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures AT ahmetmuratturk seismicloadtestsonexteriorbeamcolumnconnectionsofexistingrcstructures |