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Closure to“Discussion on‘Optimum placement and characteristics of velocity-dependent dampers under seismic excitation' by SA Mousavi and AK Ghorbani-Tanha”by Izuru Takewaki 被引量:1

Closure to“Discussion on‘Optimum placement and characteristics of velocity-dependent dampers under seismic excitation' by SA Mousavi and AK Ghorbani-Tanha”by Izuru Takewaki
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摘要 The authors would like to thank the discusser for his considerations and comments. The discusser believes that some of the derived formulations need to be referred to his previously published works and also some related studies have not been cited. The authors would like to thank the discusser for his considerations and comments. The discusser believes that some of the derived formulations need to be referred to his previously published works and also some related studies have not been cited.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2013年第4期681-682,共2页 地震工程与工程振动(英文刊)
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参考文献10

  • 1Cimellaro GP (2007), "Simultaneous Stiffness-damping Optimization of Structures with Respect to Acceleration, Displacement and Base Shear," Engineering Structures, 29: 2853-2870.
  • 2Cimellaro GP and Retamales R (2007), "Optimal Softening and Damping Design for Buildings," Structural Control and Health Monitoring, 14(6): 831-857.
  • 3Lopez-Garcia D (2001), "A Simple Method for the Design of Optimal Damper Configurations in MDOF Structures," Earthquake Spectra, 17(3): 387-398.
  • 4Newland DE (1993), "An Introduction to Random Vibrations, Spectral and Wavelet Analysis," 3rd ed., Longman Scientific & Technical.
  • 5Takewaki I (1997), "Optimal Damper Placement for Minimum Transfer Functions," Earthquake Engineering and Structural Dynamics, 26(11): 1113-1124.
  • 6Takewaki I (1999), "Displacement-acceleration Control via Stiffness-damping Collaboration," Earthquake Engineering and Structural Dynamics, 28(12): 1567- 1585.
  • 7Takewaki I (2000), "An Approach to Stiffness-damping Simultaneous Optimization," Computer Methods in Applied Mechanics and Engineering, 189(2): 641-650.
  • 8Takewaki I (2001), "Nonstationary Random Critical Excitation for Acceleration Response," Journal of Engineering Mechanics, ASCE, 127(6): 544-556.
  • 9Takewaki I and Uetani K (1999), "Optimal Damper Placement for Building Structures Including Surface Ground Amplification," Soil Dynamics and Earthquake Engineering, 18(5): 363-371.
  • 10Zhang Rid and Soong TT (1992), "Seismic Design of Vescoelastic Dampers for Structural Applications," ASCE Journal of Structural Engineering, 118(5): 1375-1392.

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