For further study on effective seismic design requirements of masonry structure, two masonry buildings were designed and constructed according to common structure style in towns and villages. Two full-scale buidings were subjected to earthquake using pseudo-dynamic test and quasi-static test. This paper presents crack propagation of masonry structure, hysteretic behavior, deformation and stiffness degradation under horizontal seismic action. In this experiment, deformability and ultimate bearing capacity of confined masonry (CM) with tie-column and ring-beam is higher than common brick structure (BM). Confined masonry (CM) wall maintain integrity due to constraint of tie-column and ring-beam. These tests verify that tie-column and ring-beam system is an effective seismic requirement to enhance seismic performance of masonry structure.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen

    Bestellung bei Subito €


    Exportieren, teilen und zitieren



    Titel :

    Full-Scale Test on Seismic Performance of Masonry Structure


    Beteiligte:
    An, Dong (Autor:in) / Qu, Tie-Jun (Autor:in) / Liang, Jian-Wen (Autor:in)


    Erscheinungsdatum :

    2012


    Format / Umfang :

    8 Seiten




    Medientyp :

    Aufsatz (Konferenz)


    Format :

    Print


    Sprache :

    Englisch




    Shaking Table Test of Water Supply Pipes Installed in a Full-Scale Masonry Structure

    Wu, Houli / Guo, Endong / Sun, Dezhang et al. | Springer Verlag | 2022


    Seismic performance of masonry strengthened with steel strips

    Farooq, S. H. / Shahid, I. / Ilyas, M. | Springer Verlag | 2014


    Seismic performance of masonry strengthened with steel strips

    Farooq, S. H. / Shahid, I. / Ilyas, M. | Online Contents | 2014


    Seismic In-plane performance of retrofitted masonry walls

    Farooq, S. H. / ElGawady Mohamed, A. / Ilyas, M. | Online Contents | 2014


    Seismic In-plane performance of retrofitted masonry walls

    Farooq, S. H. / ElGawady Mohamed, A. / Ilyas, M. | Springer Verlag | 2013