A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis
Abstract Viscous damping is commonly employed in a nonlinear time-domain site response analysis to capture soil damping at small strains. In contrast to the generally accepted concept of the frequency-independent behavior of soil damping, the viscous damping employed as Rayleigh damping is frequency dependent and can overdamp or underdamp wave propagation. This study revisits the issue of selecting the target value of viscous damping frequencies to minimize the effect of frequency-dependent damping. The proposed criterion considers both the site frequency (SF) and frequency characteristics of input motion (e.g., predominant frequency (PF) or mean frequency (MF)) and is more accurate than the widely used protocol in practice. In the Rayleigh damping, the low optimal frequency can be selected as SF but the high optimal frequency should be selected as the maximum between the PF/MF of the input motion and 5SF.
Highlights We revisit the selection guideline of optimum frequencies of the Rayleigh damping. Both site frequency (SF) and predominant (PF) or mean frequency (MF) of ground motion should be considered. Recommended optimum frequencies are SF and maximum between 5SF and PF/MF. The simple guideline is verified with a wide range of site conditions and motions.
Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis
Abstract Viscous damping is commonly employed in a nonlinear time-domain site response analysis to capture soil damping at small strains. In contrast to the generally accepted concept of the frequency-independent behavior of soil damping, the viscous damping employed as Rayleigh damping is frequency dependent and can overdamp or underdamp wave propagation. This study revisits the issue of selecting the target value of viscous damping frequencies to minimize the effect of frequency-dependent damping. The proposed criterion considers both the site frequency (SF) and frequency characteristics of input motion (e.g., predominant frequency (PF) or mean frequency (MF)) and is more accurate than the widely used protocol in practice. In the Rayleigh damping, the low optimal frequency can be selected as SF but the high optimal frequency should be selected as the maximum between the PF/MF of the input motion and 5SF.
Highlights We revisit the selection guideline of optimum frequencies of the Rayleigh damping. Both site frequency (SF) and predominant (PF) or mean frequency (MF) of ground motion should be considered. Recommended optimum frequencies are SF and maximum between 5SF and PF/MF. The simple guideline is verified with a wide range of site conditions and motions.
Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis
Tsai, Chi-Chin (author) / Park, Duhee (author) / Chen, Chun-Way (author)
Soil Dynamics and Earthquake Engineering ; 67 ; 353-358
2014-10-25
6 pages
Article (Journal)
Electronic Resource
English
SOIL DAMPING FORMULATION IN NONLINEAR TIME DOMAIN SITE RESPONSE ANALYSIS
| Online Contents | 2004
A new viscous damping formulation for 1D linear site response analysis
| Elsevier | 2019
Damping formulation for nonlinear 1D site response analyses
| Elsevier | 2009
Damping formulation for nonlinear 1D site response analyses
| Online Contents | 2009