Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behaviour of Strengthened RC Frames with Eccentric Steel Braced Frames
International Conference on Energy, Environment and Material Systems (EEMS) -- SEP 13-15, 2017 -- Polanica Zdroj, POLAND ; WOS: 000426609200110 ; After devastating earthquakes in recent years, strengthening of reinforced concrete buildings became an important research topic. Reinforced concrete buildings can be strengthened by steel braced frames. These steel braced frames may be made of concentrically or eccentrically indicated in Turkish Earthquake Code 2007. In this study pushover analysis of the 1/3 scaled 1 reinforced concrete frame and 1/3 scaled 4 strengthened reinforced concrete frames with internal eccentric steel braced frames were conducted by SAP2000 program. According to the results of the analyses conducted, load-displacement curves of the specimens were compared and evaluated. Adding eccentric steel braces to the bare frame decreased the story drift, and significantly increased strength, stiffness and energy dissipation capacity. In this strengthening method lateral load carrying capacity, stiffness and dissipated energy of the structure can be increased. ; Opole Univ Technol, Fac Mech Engn, Ctr Educ, Competence, Innovat & Technol, Republ Poland, Minist Sci & Higher Educ, Oddzial Elektrownia Opole, GiEK S A, Oil Opole, Energetyka Cieplna Opolszczyny SA Jelenia Gora, Warta Cementownia
Behaviour of Strengthened RC Frames with Eccentric Steel Braced Frames
International Conference on Energy, Environment and Material Systems (EEMS) -- SEP 13-15, 2017 -- Polanica Zdroj, POLAND ; WOS: 000426609200110 ; After devastating earthquakes in recent years, strengthening of reinforced concrete buildings became an important research topic. Reinforced concrete buildings can be strengthened by steel braced frames. These steel braced frames may be made of concentrically or eccentrically indicated in Turkish Earthquake Code 2007. In this study pushover analysis of the 1/3 scaled 1 reinforced concrete frame and 1/3 scaled 4 strengthened reinforced concrete frames with internal eccentric steel braced frames were conducted by SAP2000 program. According to the results of the analyses conducted, load-displacement curves of the specimens were compared and evaluated. Adding eccentric steel braces to the bare frame decreased the story drift, and significantly increased strength, stiffness and energy dissipation capacity. In this strengthening method lateral load carrying capacity, stiffness and dissipated energy of the structure can be increased. ; Opole Univ Technol, Fac Mech Engn, Ctr Educ, Competence, Innovat & Technol, Republ Poland, Minist Sci & Higher Educ, Oddzial Elektrownia Opole, GiEK S A, Oil Opole, Energetyka Cieplna Opolszczyny SA Jelenia Gora, Warta Cementownia
Behaviour of Strengthened RC Frames with Eccentric Steel Braced Frames
Kamanli, Mehmet (Autor:in) / Unal, Alptug (Autor:in) / Selçuk Üniversitesi
01.01.2017
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
DDC:
690
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