Lateral stiffness of unreinforced masonry circular columns under cracked conditions

Turkish Journal of Engineering and Environmental Sciences

Volumn 30, Issue 1, 2006, Pages 57-68

  Gürel, M Arif ^a   Kisa, Murat ^a   Çili, Feridun ^b  

^a HARRAN UNIVERSITY   (Turkey)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Circular columns; Cracking; Lateral stiffness; Seismic behavior; Unreinforced masonry

Indexed keywords

CRACK INITIATION; CRACKS; EARTHQUAKE RESISTANCE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; PHYSICAL PROPERTIES; STIFFNESS;

CIRCULAR COLUMNS; LATERAL STIFFNESS; UNREINFORCED MASONRY;

COLUMNS (STRUCTURAL);

COLUMNS (STRUCTURAL); CRACK INITIATION; CRACKS; EARTHQUAKE RESISTANCE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; PHYSICAL PROPERTIES; STIFFNESS;

CRACKING; EARTHQUAKE ENGINEERING; MASONRY; SEISMIC RESPONSE;

EID: 33344471794     PISSN: 13000160     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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