SEISMIC STRENGTHENING OF RC COLUMNS USING RECTIFIED STEEL JACKETS
عنوان مقاله: SEISMIC STRENGTHENING OF RC COLUMNS USING RECTIFIED STEEL JACKETS
شناسه ملی مقاله: SEE06_266
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_266
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
M.R. Noori Shirazi - Ph.D Candidate of Sahand University of Technology, Academic Staff of Islamic Azad University of Chaloos, Chaloos, Iran
H. Afshin - Associate Professor of Structural Engineering, Department of Civil Engineering, Sahand University of Technology, Tabriz, Iran
K Abedi - Professor of Structural Engineering, Sahand University of Technology, Tabriz, Iran
خلاصه مقاله:
M.R. Noori Shirazi - Ph.D Candidate of Sahand University of Technology, Academic Staff of Islamic Azad University of Chaloos, Chaloos, Iran
H. Afshin - Associate Professor of Structural Engineering, Department of Civil Engineering, Sahand University of Technology, Tabriz, Iran
K Abedi - Professor of Structural Engineering, Sahand University of Technology, Tabriz, Iran
This paper presents a new rectified square steel jacket for retrofitting of poorly confined reinforced concrete columns in flecural plastic hinge regions. All of the analyses was carried out based on finite elements procedure. Having verified the FE modeling, a deficient RC column designed according to pre-1971 codes was considered and eight specimen with vaious detail of retrofitting was investigated.
کلمات کلیدی: seismic retrofitting , rectified steel jacket, finite element analysis , energy dissipation
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115202/