STRUCTURAL RESPONSE OF SRC PIER DURING EARTHQUAKE MOTION.

Teruhiko Yoda, Atsushi Yoshida

    Research output: Contribution to journalArticle

    Abstract

    The purpose of this paper is to analyze structural response of high SRC pier during earthquake motion, in which the influence of steel frames on the dynamic response of SRC pier is investigated using the finite element method. The results obtained are summarized as follows: (1) When the high SRC pier has no damage at all, the seismic response of the SRC pier is governed mainly by the concrete of the SRC pier. (2) Even if the SRC pier has some damages near the footing during earthquake motion, sufficient diagonal steel members keep the SRC pier safe. Therefore, diagonal steel members play a key role in the design of high SRC piers.

    Original languageEnglish
    Pages (from-to)47-53
    Number of pages7
    JournalWaseda Daigaku Rikogaku Kenkyusho Hokoku/Bulletin of Science and Engineering Research Laboratory, Waseda University
    Issue number110
    Publication statusPublished - 1985

    Fingerprint

    Piers
    Earthquakes
    Steel
    Seismic response
    Dynamic response
    Concretes
    Finite element method

    ASJC Scopus subject areas

    • Engineering(all)

    Cite this

    STRUCTURAL RESPONSE OF SRC PIER DURING EARTHQUAKE MOTION. / Yoda, Teruhiko; Yoshida, Atsushi.

    In: Waseda Daigaku Rikogaku Kenkyusho Hokoku/Bulletin of Science and Engineering Research Laboratory, Waseda University, No. 110, 1985, p. 47-53.

    Research output: Contribution to journalArticle

    @article{ee55e6c24ec4408bbb1b97a4341b543b,
    title = "STRUCTURAL RESPONSE OF SRC PIER DURING EARTHQUAKE MOTION.",
    abstract = "The purpose of this paper is to analyze structural response of high SRC pier during earthquake motion, in which the influence of steel frames on the dynamic response of SRC pier is investigated using the finite element method. The results obtained are summarized as follows: (1) When the high SRC pier has no damage at all, the seismic response of the SRC pier is governed mainly by the concrete of the SRC pier. (2) Even if the SRC pier has some damages near the footing during earthquake motion, sufficient diagonal steel members keep the SRC pier safe. Therefore, diagonal steel members play a key role in the design of high SRC piers.",
    author = "Teruhiko Yoda and Atsushi Yoshida",
    year = "1985",
    language = "English",
    pages = "47--53",
    journal = "Waseda Daigaku Rikogaku Kenkyusho Hokoku/Bulletin of Science and Engineering Research Laboratory, Waseda University",
    issn = "0372-7181",
    number = "110",

    }

    TY - JOUR

    T1 - STRUCTURAL RESPONSE OF SRC PIER DURING EARTHQUAKE MOTION.

    AU - Yoda, Teruhiko

    AU - Yoshida, Atsushi

    PY - 1985

    Y1 - 1985

    N2 - The purpose of this paper is to analyze structural response of high SRC pier during earthquake motion, in which the influence of steel frames on the dynamic response of SRC pier is investigated using the finite element method. The results obtained are summarized as follows: (1) When the high SRC pier has no damage at all, the seismic response of the SRC pier is governed mainly by the concrete of the SRC pier. (2) Even if the SRC pier has some damages near the footing during earthquake motion, sufficient diagonal steel members keep the SRC pier safe. Therefore, diagonal steel members play a key role in the design of high SRC piers.

    AB - The purpose of this paper is to analyze structural response of high SRC pier during earthquake motion, in which the influence of steel frames on the dynamic response of SRC pier is investigated using the finite element method. The results obtained are summarized as follows: (1) When the high SRC pier has no damage at all, the seismic response of the SRC pier is governed mainly by the concrete of the SRC pier. (2) Even if the SRC pier has some damages near the footing during earthquake motion, sufficient diagonal steel members keep the SRC pier safe. Therefore, diagonal steel members play a key role in the design of high SRC piers.

    UR - http://www.scopus.com/inward/record.url?scp=0022252810&partnerID=8YFLogxK

    UR - http://www.scopus.com/inward/citedby.url?scp=0022252810&partnerID=8YFLogxK

    M3 - Article

    AN - SCOPUS:0022252810

    SP - 47

    EP - 53

    JO - Waseda Daigaku Rikogaku Kenkyusho Hokoku/Bulletin of Science and Engineering Research Laboratory, Waseda University

    JF - Waseda Daigaku Rikogaku Kenkyusho Hokoku/Bulletin of Science and Engineering Research Laboratory, Waseda University

    SN - 0372-7181

    IS - 110

    ER -