Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake

Canadian Journal of Civil Engineering

Volumn 23, Issue 3, 1996, Pages 757-770

  Mitchell, Denis ^a   DeVall, Ronald H ^b   Kobayashi, Katsumi ^c   Tinawi, René ^d   Tso, W K ^e  

^a MCGILL UNIVERSITY   (Canada)

^b MRICS Read Jones Christoffersen Ltd   (Canada)

^c UNIVERSITY OF FUKUI   (Japan)

^d ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

^e MCMASTER UNIVERSITY   (Canada)

Author keywords

Codes; Concrete structures; Damage; Design; Earthquake; Kobe

Indexed keywords

BEAMS AND GIRDERS; BUILDING CODES; COLUMNS (STRUCTURAL); EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; REINFORCEMENT; STIFFNESS; TORSIONAL STRESS;

HYOGO-KEN NANBU EARTHQUAKE; KOBE; SHEAR TO MOMENT RATIOS;

CONCRETE CONSTRUCTION;

CONCRETE STRUCTURE; KOBE EARTHQUAKE 1995; SEISMIC DESIGN; SEISMIC RESPONSE;

JAPAN, HONSHU, KOBE;

EID: 0030158149     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-886     Document Type: Article

References (10)

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9. Mitchell, D., DeVall, R.H., Kobayashi, K., Tinawi, R., and Tso, W.K. 1995. Preliminary observations on damage to concrete structures. The Hyogo-ken Nanbu (Kobe) earthquake of January 17, 1995. Canadian Association for Earthquake Engineering, Vancouver, B.C., Preliminary Reconnaissance Report, pp. 71-84.
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