Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Pinar Inci"'
While the lateral confinement provided by an FRP jacket to a concrete column is passive in nature, confinement isactivated when the concrete expands due to additional compression stresses or significant shear deformations. This characteristicof FRP j
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::c3d548ef462f54aadaffc62557f59495
https://avesis.gazi.edu.tr/publication/details/803dc860-6b9c-4a60-a07d-7bd0faba74e4/oai
https://avesis.gazi.edu.tr/publication/details/803dc860-6b9c-4a60-a07d-7bd0faba74e4/oai
Publikováno v:
Journal of Earthquake Engineering. 26:5747-5774
This study investigates the effects of seismic damages and retrofitting on dynamic characteristics of substandard reinforced concrete buildings. Two identical 3-story buildings were constructed, on...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::204d7f74da6684981438a48bc3206519
https://doi.org/10.1080/13632469.2021.1887009
https://doi.org/10.1080/13632469.2021.1887009
10th International Conference on FRP Composites in Civil Engineering : Proceedings of CICE 2020/2021
This volume highlights the latest advances, innovations, and applications in the field of FRP composites and structures, as presented by leading international researchers and engineers at the 10th International Conference on Fibre-Reinforced Po
Publikováno v:
Proceedings of the International Conference on Earthquake Engineering and Structural Dynamics ISBN: 9783319781860
In this paper, the effects of structural damage on the modal characteristics of a substandard full-scale reinforced concrete (RC) building were investigated. The RC building was a representative of large number of existing substandard RC buildings. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::511fa52071bc9bc1fffb2040775af752
https://doi.org/10.1007/978-3-319-78187-7_17
https://doi.org/10.1007/978-3-319-78187-7_17
Publikováno v:
Engineering Structures, 99, 157-172. Elsevier
The lack of in-depth understanding of the seismic behavior and ductility of precast concrete structures makes it difficult to reach to ductility demand which could be exhibited during an earthquake. The limitations are mainly related to the beam-to-c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d4ab789fca2b2cf52d632c73c7e994fe
https://doi.org/10.1016/j.engstruct.2015.04.044
https://doi.org/10.1016/j.engstruct.2015.04.044
Publikováno v:
Bulletin of Earthquake Engineering. 15:3245-3263
In this study, forced vibration tests were conducted on two full-scale substandard reinforced concrete (RC) buildings to obtain the dynamic characteristics (modal frequencies and damping ratios) of these buildings. These tests were carried out before
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb2d858e245ce45deeb66edaa2b8bf36
https://doi.org/10.1007/s10518-015-9799-x
https://doi.org/10.1007/s10518-015-9799-x
Publikováno v:
Journal of Performance of Constructed Facilities. 27:683-696
Corrosion of reinforcing bars is a common deficiency for existing RC buildings, which may have significant adverse effects on seismic performance of those buildings. The main effects of corrosion of reinforcing bars are strength loss as a result of r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c4b44a6748ee9f5bfba4826a12c0acc
https://doi.org/10.1061/(asce)cf.1943-5509.0000378
https://doi.org/10.1061/(asce)cf.1943-5509.0000378
Publikováno v:
Journal of Performance of Constructed Facilities. 30
In this study, a bond-slip model is proposed to take into account the effects of corrosion on the bond characteristics between extremely low-strength concrete and plain reinforcing bars. The proposed bond-slip model is based on reversed cyclic latera
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e7fa7432ffab1e8e8ef135a4f0ab9f9b
https://doi.org/10.1061/(asce)cf.1943-5509.0000811
https://doi.org/10.1061/(asce)cf.1943-5509.0000811
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Steel reinforced grout (SRG) retrofitting systems represent a suitable technique to increase the performances of reinforced concrete (RC) structures, in particular for structural elements subjected to flexure. They can be applied even to wet surfaces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9c94aa1e9ce8e03a95cd60908216007d
http://hdl.handle.net/11585/860359
http://hdl.handle.net/11585/860359