COI code: SECM02_217
Paper Language: English
How to Download This Paper
For Downloading the Fulltext of CIVILICA papers please visit the orginal Persian Section of website.
Authors Study on the effects of steel type of prop, on the nonlinear behavior of RC frames strengthened with steel propsA Kalili - Ph.D Candidate of Structural Earthquake Engineering at International Institute of Earthquake Engineering and Seismology, Tehran, Iran,
F. Nateghi-Allahi - Professor of Civil Engineering, Structural Engineering Faculty, International Institute of Earthquake Engineering and Seismology, Tehran, Iran,
A. Farahani - Department of Civil Engineering, Behbahan Khatam Alanbia University of Technology, Behbahan, Iran.
Abstract:Several methods have been presented for strengthening RC frames and connections. One of the newest methods is using steel prop. In this paper the effects using different yield stresses and sectional areas for the prop on nonlinear behavior of the frames strengthened with this method, have been investigated. For this purpose push-over analysis has been used for analyzing and drawing load-displacement curves of ordinary and strengthened frames. At the next step, by drawing ideal bilinear load-displacement curves, ultimate strength, ductility and modification factors of the frames have been calculated. Then using geometrical and mechanical properties of the prop and concrete, dimensionless curves have been presented for determining mentioned factors. It was investigated that increasing the yield stress of prop, ultimate strength of the frame increases too, but ductility and modification factors of the frame decrease, so that differing yield stress of the prop from 140 MPa to 400 MPa, ductility factor of the frame decreases up to 59 %.
Keywords:RC frame, beam-column connection, strengthening, steel prop, steel jacketing
COI code: SECM02_217
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
Kalili, A; F. Nateghi-Allahi & A. Farahani, 2017, Study on the effects of steel type of prop, on the nonlinear behavior of RC frames strengthened with steel props, 2nd national conference on applied research in Civil Engineering (Structural Engineering and Construction Management), تهران, دانشگاه صنعتي شريف, https://www.civilica.com/Paper-SECM02-SECM02_217.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Kalili, A; F. Nateghi-Allahi & A. Farahani, 2017)
Second and more: (Kalili; Nateghi-Allahi & Farahani, 2017)
For a complete overview of how to citation please review the following CIVILICA Guide (Citation)
The University/Research Center Information:
Type: Research Center
Paper No.: 1389
in University Ranking and Scientometrics the Iranian universities and research centers are evaluated based on scientific papers.
Research Info Management
Export Citation info of this paper to research management softwares
New Related Papers
- Investigation on Behavior of End-plate Connections in Picket Column
- The Effect of Soil Specifications, on the Maximum InelasticDisplacement of Industrial Steel Structures with Overhead Cranes
- Finite Element Investigation on the Behaviour of Open-Web Steel Beams Subjected to Fire
- Seismic study of cable-cylinder bracing under near field records
- Evaluation of behavior of semi-supported steel shear walls with opening
The Above articles are recently indexed in the related subjects
Iran Scientific Advertisment Netword
Share this paper
WHAT IS COI?
COI is a national code dedicated to all Iranian Conference and Journal Papers. the COI of each paper can be verified online.