Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment

Shigeru Takakuma, Mitsuyoshi Akiyama

    Research output: Contribution to journalConference article

    Abstract

    Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. This paper presents a framework for computing the time-dependent seismic reliability of concrete bridges in an earthquake prone region and a marine environment. It includes: (a) estimate of seismic capacity of corroded RC components; (b) seismic and airborne chloride hazard assessment; and (c) seismic reliability of bridges with corrosion damage. The effects of seismic hazard, hazard associated with airborne chloride, and spatial distribution of steel corrosion on the time-dependent seismic reliability are investigated in this paper. The findings show that the time-dependent reliability of concrete bridge depends on both the seismic and airborne chloride hazards, and that the spatial distribution of steel corrosion has to be taken into consideration in the seismic reliability analysis.

    Original languageEnglish
    Article numbere080
    JournalSustainable Construction Materials and Technologies
    Volume2013-August
    Publication statusPublished - 2013 Jan 1
    Event3rd International Conference on Sustainable Construction Materials and Technologies, SCMT 2013 - Kyoto, Japan
    Duration: 2013 Aug 182013 Aug 21

    Fingerprint

    Concrete bridges
    Life cycle
    Earthquakes
    Hazards
    Chlorides
    Steel corrosion
    Spatial distribution
    Reinforced concrete
    Reliability analysis
    Concrete construction
    Corrosion

    Keywords

    • Airborne Chloride
    • Concrete Structures
    • Reliability
    • Seismic Hazard
    • Spatial Distribution of Corrosion

    ASJC Scopus subject areas

    • Civil and Structural Engineering
    • Building and Construction
    • Mechanics of Materials
    • Materials Science(all)

    Cite this

    Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment. / Takakuma, Shigeru; Akiyama, Mitsuyoshi.

    In: Sustainable Construction Materials and Technologies, Vol. 2013-August, e080, 01.01.2013.

    Research output: Contribution to journalConference article

    @article{57711942b33242a5af097f79a6e426b7,
    title = "Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment",
    abstract = "Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. This paper presents a framework for computing the time-dependent seismic reliability of concrete bridges in an earthquake prone region and a marine environment. It includes: (a) estimate of seismic capacity of corroded RC components; (b) seismic and airborne chloride hazard assessment; and (c) seismic reliability of bridges with corrosion damage. The effects of seismic hazard, hazard associated with airborne chloride, and spatial distribution of steel corrosion on the time-dependent seismic reliability are investigated in this paper. The findings show that the time-dependent reliability of concrete bridge depends on both the seismic and airborne chloride hazards, and that the spatial distribution of steel corrosion has to be taken into consideration in the seismic reliability analysis.",
    keywords = "Airborne Chloride, Concrete Structures, Reliability, Seismic Hazard, Spatial Distribution of Corrosion",
    author = "Shigeru Takakuma and Mitsuyoshi Akiyama",
    year = "2013",
    month = "1",
    day = "1",
    language = "English",
    volume = "2013-August",
    journal = "Sustainable Construction Materials and Technologies",
    issn = "2515-3048",

    }

    TY - JOUR

    T1 - Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment

    AU - Takakuma, Shigeru

    AU - Akiyama, Mitsuyoshi

    PY - 2013/1/1

    Y1 - 2013/1/1

    N2 - Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. This paper presents a framework for computing the time-dependent seismic reliability of concrete bridges in an earthquake prone region and a marine environment. It includes: (a) estimate of seismic capacity of corroded RC components; (b) seismic and airborne chloride hazard assessment; and (c) seismic reliability of bridges with corrosion damage. The effects of seismic hazard, hazard associated with airborne chloride, and spatial distribution of steel corrosion on the time-dependent seismic reliability are investigated in this paper. The findings show that the time-dependent reliability of concrete bridge depends on both the seismic and airborne chloride hazards, and that the spatial distribution of steel corrosion has to be taken into consideration in the seismic reliability analysis.

    AB - Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. This paper presents a framework for computing the time-dependent seismic reliability of concrete bridges in an earthquake prone region and a marine environment. It includes: (a) estimate of seismic capacity of corroded RC components; (b) seismic and airborne chloride hazard assessment; and (c) seismic reliability of bridges with corrosion damage. The effects of seismic hazard, hazard associated with airborne chloride, and spatial distribution of steel corrosion on the time-dependent seismic reliability are investigated in this paper. The findings show that the time-dependent reliability of concrete bridge depends on both the seismic and airborne chloride hazards, and that the spatial distribution of steel corrosion has to be taken into consideration in the seismic reliability analysis.

    KW - Airborne Chloride

    KW - Concrete Structures

    KW - Reliability

    KW - Seismic Hazard

    KW - Spatial Distribution of Corrosion

    UR - http://www.scopus.com/inward/record.url?scp=85049749272&partnerID=8YFLogxK

    UR - http://www.scopus.com/inward/citedby.url?scp=85049749272&partnerID=8YFLogxK

    M3 - Conference article

    AN - SCOPUS:85049749272

    VL - 2013-August

    JO - Sustainable Construction Materials and Technologies

    JF - Sustainable Construction Materials and Technologies

    SN - 2515-3048

    M1 - e080

    ER -