Seismic Responses of an Added-Story Frame Structure with Viscous Dampers

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Cheng, Xuansheng; Jia, Chuansheng; Zhang, Yue;

The damping ratio of an added-story frame structure is established based on complex damping theory to determine the structure seismic response. The viscous dampers are selected and arranged through target function method. A significant damping effect is obtained when a ... View more
  • References (20)
    20 references, page 1 of 2

    Yao, J. T. P.. Concept of structural control. Journal of Structure Divison. 1972; 98 (7): 1567-1574

    Ma, J., Zhang, T., Wang, Y., Cai, H.. Analysis of seismic resistance of integral structure after adding steel storeys on top of concrete frame. Journal of Earthquake Engineering and Engineering Vibration. 2006; 26 (3): 119-120

    Liu, Y., Gao, X. W., Zhang, T.. Analysis of seismic performance of the story-adding structures of light-weight steel based on SAP2000. Earthquake Resistant Engineering and Retrofitting. 2008; 30 (6): 100-104

    Li, H. N., Yin, Y. W., Lin, L. Y.. Research on shaking table test of building with added floors and using friction and energy-dissipation devices. Journal of Building Structures. 2001; 22 (4): 67-71

    Mitropoulou, C. C., Lagaros, N. D., Papadrakakis, M.. Building design based on energy dissipation: a critical assessment. Bulletin of Earthquake Engineering. 2010; 8 (6): 1375-1396

    Rakicevic, Z. T., Bogdanovic, A., Jurukovski, D., Nawrotzki, P.. Effectiveness of tune mass damper in the reduction of the seismic response of the structure. Bulletin of Earthquake Engineering. 2012; 10 (3): 1049-1073

    Tsai, M. H., Chang, K. C.. Higher-mode effect on the seismic responses of buildings with viscoelastic dampers. Earthquake Engineering and Engineering Vibration. 2002; 1 (1): 119-129

    Ribakov, Y.. Reduction of structural response to near fault earthquakes by seismic isolation columns and variable friction dampers. Earthquake Engineering and Engineering Vibration. 2010; 9 (1): 113-122

    Weng, D. G., Lü, X. L.. Study on design parameters of energy dissipation structures with experiment verification. Journal of Earthquake Engineering and Engineering Vibration. 2004; 24 (2): 150-157

    Li, G., Li, H. N.. Direct displacement-based design for buildings with passive energy dissipation devices. Engineering Mechanics. 2007; 24 (9): 88-94

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