Problems with Rayleigh damping in base-isolated buildings

Journal of Structural Engineering

Volumn 134, Issue 11, 2008, Pages 1780-1784

  Ryan, Keri L ^a   Polanco, Jose ^b  

^a Utah State University   (United States)

^b JCI Engineering   (United States)

Author keywords

Base isolation; Damping; Numerical models

Indexed keywords

BASE ISOLATION; DAMPING PROPERTIES; HIGHER MODES; ISOLATED BUILDINGS; ISOLATED STRUCTURES; ISOLATION SYSTEMS; MODE RESPONSES; NUMERICAL MODELS; RAYLEIGH DAMPING;

DYNAMIC ANALYSIS; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; STIFFNESS;

DAMPING;

EID: 54249157916     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:11(1780)     Document Type: Article

References (5)

1. Chopra, A. K. (2007). Dynamics of Structures: Theory and applications to earthquake engineering, 3rd Ed., Prentice-Hall, Englewood Cliffs, N.J.
2. Clough, R. W., and Penzien, J. (1993). Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
3. Hall, J. F. (2006). " Problems encountered from the use (or misuse) of Rayleigh damping.," Earthquake Eng. Struct. Dyn., 35 (5), 525-545.
4. International Code Council (ICC). (2006). International building code (IBC), Falls Church, Va.
5. Medina, R. A., and Krawinkler, H. (2003). " Seismic demands for nondeteriorating frame structures and their dependence on ground motions.." PEER Rep. No. 2003/15, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.