Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Seismic response of multistorey framed shearwalls

    New search for: Mo, Y.L.
    New search for: Jost, S.D.

    AbstractUsing a nonlinear model, the seismic response of multistorey reinforced concrete framed shearwalls is predicted and the effect of variations in the material strengths of steel and concrete are studied. In addition, the effect of considering the upper structure weight on such walls is examined. It is found that normal variations in concrete strength can significantly affect the deflections and shear forces in five- and ten-storey framed shearwalls.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Seismic response of multistorey framed shearwalls

    New search for: Mo, Y.L.
    New search for: Jost, S.D.

    AbstractUsing a nonlinear model, the seismic response of multistorey reinforced concrete framed shearwalls is predicted and the effect of variations in the material strengths of steel and concrete are studied. In addition, the effect of considering the upper structure weight on such walls is examined. It is found that normal variations in concrete strength can significantly affect the deflections and shear forces in five- and ten-storey framed shearwalls.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Seismic response of multistorey framed shearwalls

    New search for: Mo, Y.L.
    New search for: Jost, S.D.

    AbstractUsing a nonlinear model, the seismic response of multistorey reinforced concrete framed shearwalls is predicted and the effect of variations in the material strengths of steel and concrete are studied. In addition, the effect of considering the upper structure weight on such walls is examined. It is found that normal variations in concrete strength can significantly affect the deflections and shear forces in five- and ten-storey framed shearwalls.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Seismic response of multistorey framed shearwalls

    Contributors:

    Mo, Y.L. (author) / Jost, S.D. (author)

    Published in:

    Engineering Structures ; 15 ; 155-166

    Publication date:

    1993-01-01

    Size:

    12 pages

    ISSN:

    0141-0296

    DOI:

    https://doi.org/10.1016/0141-0296(93)90050-E

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    framed shearwalls , seismic response , earthquake-resistant buildings

    Similar titles

    Seismic response of multistorey framed shearwalls

    Mo, Y.L. | Online Contents | 1993

    An Expert System for Seismic Design of Framed Shearwalls

    Mo, Y. L. / Liu, W. / Institution of Engineers, Australia et al. | British Library Conference Proceedings | 1994

    Seismic Performance of Framed Shearwalls Made of Corrugated Steel

    Mo, Y. L. / Perng, S. F. / Association for International Cooperation and Research in Steel-Concrete Composite Structures | British Library Conference Proceedings | 2000

    An Expert System for Seismic Design of Framed Shearwalls

    Mo, Y. L. / Liu, W. / Institution of Engineers, Australia et al. | British Library Conference Proceedings | 1994

    Dynamic Tests on Reinforced Concrete Framed Shearwalls

    Mo, Y. L. / Shiau, W. C. / Earthquake Engineering Research Institute | British Library Conference Proceedings | 1994

    Back to top