Durability problem of RC structures in Tuzla industrial zone - Two case studies

Engineering Structures

Volumn 32, Issue 7, 2010, Pages 1846-1860

  Folić, Radomir ^a   Zenunović, Damir ^b  

^a UNIVERSITY OF NOVI SAD   (Serbia)

^b Faculty of Mining Geology and Civil Engineering   (Bosnia and Herzegovina)

Author keywords

Aggressive environment; Chemical investigation; Corrosion; Destructive investigation; Durability; Performance; Reinforced concrete

Indexed keywords

AGGRESSIVE ENVIRONMENT; CHEMICAL MEASUREMENTS; CHLORIDE INGRESS; COMPARATIVE ANALYSIS; CONDITION ASSESSMENTS; CORRODED STRUCTURES; DEPASSIVATION; DESTRUCTIVE INVESTIGATION; DURABILITY PERFORMANCE; INDUSTRIAL STRUCTURES; INDUSTRIAL ZONES; INTERNATIONAL ASSOCIATION; LIMIT STATE; NON DESTRUCTIVE; PERFORMANCE INDICES; PHYSICAL AND MECHANICAL PROPERTIES; RC STRUCTURE; REINFORCEMENT CORROSION; STATE-OF-THE-ART SYSTEM; VISUAL INSPECTION;

CHLORINE COMPOUNDS; CONCRETE BUILDINGS; CORROSION; MECHANICAL PROPERTIES; REINFORCED CONCRETE; REINFORCEMENT; VISUAL COMMUNICATION;

DURABILITY;

CORROSION; DURABILITY; FATIGUE; GUIDELINE; NONDESTRUCTIVE TESTING; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE; RELIABILITY ANALYSIS; STRUCTURAL ANALYSIS;

ISTANBUL [TURKEY]; TURKEY; TUZLA;

EID: 77953019894     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.03.004     Document Type: Article

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