An experimental study on two different strengthening techniques for RC frames

Engineering Structures

Volumn 28, Issue 13, 2006, Pages 1843-1851

  Erdem, Ibrahim ^a   Akyuz, Ugurhan ^b   Ersoy, Ugur ^b   Ozcebe, Guney ^b  

^a School of Operations Research and Industrial Engineering   (United States)

^b MIDDLE EAST TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Carbon fiber reinforced polymer (CFRP); Experiments; Frame; Infilled frame; Rehabilitation; Reinforced concrete (RC)

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; STIFFNESS; STRENGTH OF MATERIALS;

CARBON FIBER REINFORCED POLYMER; INFILLED FRAME; STRENGTHENING TECHNIQUES;

STRUCTURAL FRAMES;

CARBON FIBER REINFORCED PLASTICS; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES;

BUILDING; CYCLIC LOADING; DYNAMIC RESPONSE; EXPERIMENTAL STUDY; POLYMER; REINFORCED CONCRETE; SEISMIC RESPONSE; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EURASIA; TURKEY;

EID: 33750622437     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.03.010     Document Type: Article

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