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Volumn 95, Issue 3, 1998, Pages 218-225

A reliability approach to landing pier optimum repair level

Author keywords

Chloride damage; Damage level; Life span; Reinforced concrete landing pier; Reliability theory

Indexed keywords

CHLORINE COMPOUNDS; CONCRETE CONSTRUCTION; CONCRETE SLABS; DETERIORATION; MAINTENANCE; PIERS; PROBABILITY; RELIABILITY THEORY; REPAIR; STEEL CORROSION;

EID: 0032074713     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (2)

References (10)
  • 2
    • 3342971079 scopus 로고
    • Deterioration of Reinforced Concrete Wharf
    • March
    • Seki, H., "Deterioration of Reinforced Concrete Wharf," Concrete International, V. 3, No. 3, March 1981.
    • (1981) Concrete International , vol.3 , Issue.3
    • Seki, H.1
  • 8
    • 3342887765 scopus 로고
    • Consideration for Repairing Salt Damaged Bridge Decks
    • Stewart, C. E., "Consideration for Repairing Salt Damaged Bridge Decks," ACI JOURNAL, V. 72, No. 12, 1975, pp. 685-13.
    • (1975) ACI Journal , vol.72 , Issue.12 , pp. 685-713
    • Stewart, C.E.1
  • 9
    • 0015572278 scopus 로고
    • Corrosion Autopsy of a Structurally Unsound Bridge Decks
    • Stratfull, R. F., "Corrosion Autopsy of a Structurally Unsound Bridge Decks," HRR 433, 1973, pp. 1-12.
    • (1973) HRR , vol.433 , pp. 1-12
    • Stratfull, R.F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.