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Seismic response of multistorey framed shearwalls
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.
Seismic response of multistorey framed shearwalls
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.
Seismic response of multistorey framed shearwalls
Mo, Y.L. (Autor:in) / Jost, S.D. (Autor:in)
Engineering Structures ; 15 ; 155-166
01.01.1993
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic response of multistorey framed shearwalls
Online Contents | 1993
|An Expert System for Seismic Design of Framed Shearwalls
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|Seismic Performance of Framed Shearwalls Made of Corrugated Steel
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|An Expert System for Seismic Design of Framed Shearwalls
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|Dynamic Tests on Reinforced Concrete Framed Shearwalls
British Library Conference Proceedings | 1994
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