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Nonlinear behavior of reinforced concrete slit shear walls under seismic actions
A reinforced concrete slit shear wall is a new breed of earthquake resistant structure recently proposed by the authors. In the paper, the seismic responses of the slit shear walls under the shake of earthquake excitation have been dealt with. Based on a simplified structural model, which is shown to have a sufficient accuracy for the real slit shear wall structure, the analysis focuses on the influence of nonlinear behavior of the connecting beams between the slits on the dynamic performance of the whole slit shear wall structure. It has been found that the yielding of connecting beams in a slit shear wall can provide significant improvement in reducing the structural responses, and by choosing an appropriate strength value for the connecting beams, it is possible to optimize the seismic response of the slit shear wall.
Nonlinear behavior of reinforced concrete slit shear walls under seismic actions
A reinforced concrete slit shear wall is a new breed of earthquake resistant structure recently proposed by the authors. In the paper, the seismic responses of the slit shear walls under the shake of earthquake excitation have been dealt with. Based on a simplified structural model, which is shown to have a sufficient accuracy for the real slit shear wall structure, the analysis focuses on the influence of nonlinear behavior of the connecting beams between the slits on the dynamic performance of the whole slit shear wall structure. It has been found that the yielding of connecting beams in a slit shear wall can provide significant improvement in reducing the structural responses, and by choosing an appropriate strength value for the connecting beams, it is possible to optimize the seismic response of the slit shear wall.
Nonlinear behavior of reinforced concrete slit shear walls under seismic actions
Nichtlineares Verhalten von verstärkten, geschlitzten Scherungswänden aus Beton bei Erdbeben
Dai Hang (author) / Chen, Z. (author) / Kwan, A.K.H. (author) / Cheung, Y.K. (author)
1998
7 Seiten, 9 Bilder, 3 Tabellen, 7 Quellen
Article (Journal)
English
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