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    Dynamic Response Analysis under the Metro-Vibration Loading of Xi'an Bell Tower Timber Structure

    Neue Suche nach: Meng, Zhao-Bo
    Neue Suche nach: Zhao, Teng-Fei
    Neue Suche nach: Cui, Shi-Cai
    Neue Suche nach: Jin, Jie

    Taking Xi’an Bell Tower and metro line 2 as research background, at first, according to the theory of Euler-Bernoulli beam in Winkler foundation, the analysis model of train-track-foundation system was established, and then, time-history curve of metro-induced loading acts on tunnel structure is obtained by using Matlab produce platform. Secondly, two-dimensional finite element model of the structure-soil-tunnel interaction model was established using ANSYS. Taken loading time delay into consideration for the first time, dynamic response law of the bell tower under the metro-vibration loading is obtained. Finally, the impact of metro line 2 on Xi’an Bell Tower was evaluated according to the Technical specification for protection of historic buildings against man-made vibration.

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    Dynamic Response Analysis under the Metro-Vibration Loading of Xi'an Bell Tower Timber Structure

    Neue Suche nach: Meng, Zhao-Bo
    Neue Suche nach: Zhao, Teng-Fei
    Neue Suche nach: Cui, Shi-Cai
    Neue Suche nach: Jin, Jie

    Taking Xi’an Bell Tower and metro line 2 as research background, at first, according to the theory of Euler-Bernoulli beam in Winkler foundation, the analysis model of train-track-foundation system was established, and then, time-history curve of metro-induced loading acts on tunnel structure is obtained by using Matlab produce platform. Secondly, two-dimensional finite element model of the structure-soil-tunnel interaction model was established using ANSYS. Taken loading time delay into consideration for the first time, dynamic response law of the bell tower under the metro-vibration loading is obtained. Finally, the impact of metro line 2 on Xi’an Bell Tower was evaluated according to the Technical specification for protection of historic buildings against man-made vibration.

    Zugriff

    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen
    Bestellung bei Subito €

    Dynamic Response Analysis under the Metro-Vibration Loading of Xi'an Bell Tower Timber Structure

    Neue Suche nach: Meng, Zhao-Bo
    Neue Suche nach: Zhao, Teng-Fei
    Neue Suche nach: Cui, Shi-Cai
    Neue Suche nach: Jin, Jie

    Taking Xi’an Bell Tower and metro line 2 as research background, at first, according to the theory of Euler-Bernoulli beam in Winkler foundation, the analysis model of train-track-foundation system was established, and then, time-history curve of metro-induced loading acts on tunnel structure is obtained by using Matlab produce platform. Secondly, two-dimensional finite element model of the structure-soil-tunnel interaction model was established using ANSYS. Taken loading time delay into consideration for the first time, dynamic response law of the bell tower under the metro-vibration loading is obtained. Finally, the impact of metro line 2 on Xi’an Bell Tower was evaluated according to the Technical specification for protection of historic buildings against man-made vibration.

    Zugriff

    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen
    Bestellung bei Subito €

    Zugriff

    Zugriff über TIB
    Verfügbarkeit in meiner Bibliothek prüfen
    Bestellung bei Subito €

    Seitennavigation

    Dokumentinformationen
    Ähnliche Titel

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    Titel:

    Dynamic Response Analysis under the Metro-Vibration Loading of Xi'an Bell Tower Timber Structure

    Beteiligte:

    Meng, Zhao-Bo (Autor:in) / Zhao, Teng-Fei (Autor:in) / Cui, Shi-Cai (Autor:in) / Jin, Jie (Autor:in)

    Erschienen in:

    CEABM, International Conference on Civil Engineering, Architecture and Building Materials, 2 ; 1361-1366

    Applied Mechanics and Materials ; 170-173

    Erscheinungsdatum:

    2012

    Format / Umfang:

    6 Seiten

    ISSN:

    1660-9336

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMM.170-173.1361

    Medientyp:

    Aufsatz (Konferenz)

    Format:

    Print

    Sprache:

    Englisch

    Schlagwörter:

    dynamisches Verhalten , Zeitverzögerung , Methode der finiten Elemente , Produktionsplattform

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