Strengthening beam to column connection in RC structures using FRP sheets
عنوان مقاله: Strengthening beam to column connection in RC structures using FRP sheets
شناسه ملی مقاله: NSOECE04_184
منتشر شده در چهارمین کنفرانس بین المللی پژوهش های نوین در علوم مهندسی و تکنولوژی در سال 1394
شناسه ملی مقاله: NSOECE04_184
منتشر شده در چهارمین کنفرانس بین المللی پژوهش های نوین در علوم مهندسی و تکنولوژی در سال 1394
مشخصات نویسندگان مقاله:
Seyyed Sajjad Arabzadeh - M.Sc. in Earthquake Engineering, Faculty of civil engineering, University of Tabriz, Tabriz, Iran
Sajjad Maharramzadeh Nakhjavanloo - M.Sc in Structural Engineering, Islamic Azad University of Ahar, Ahar, Iran
Behzad Asadi3 - M.Sc in Geotechnical Engineering, Islamic Azad University of Jolfa, Jolfa, Iran
خلاصه مقاله:
Seyyed Sajjad Arabzadeh - M.Sc. in Earthquake Engineering, Faculty of civil engineering, University of Tabriz, Tabriz, Iran
Sajjad Maharramzadeh Nakhjavanloo - M.Sc in Structural Engineering, Islamic Azad University of Ahar, Ahar, Iran
Behzad Asadi3 - M.Sc in Geotechnical Engineering, Islamic Azad University of Jolfa, Jolfa, Iran
Taking a good look at the zoning maps of Iran, it can be perceived that most parts of the country are located in relatively in high seismic region which is due to its positioning on Alps-Himalaya’s seismic belts. The foregoing necessitates the retrofitting and strengthening of RC structures. The performance of RC structures is inextricably interwoven to the construction process of the connections and the members connected to it, namely beams and columns. Several approaches are available for strengthening the connections in RC structures. In this study FRP sheets have been used as confining agents to enhance the mechanic of properties of the connection subjected to cyclic loadings through finite element method. Models have been analyzed and validated with experimental results using finite elements software, ABAQUS.
کلمات کلیدی: (Concrete structures, FRP sheets, ABAQUS, Finite element method, Non-liner analysis
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/515273/