Resonance and criticality measure of ground motions via probabilistic critical excitation method

Soil Dynamics and Earthquake Engineering

Volumn 21, Issue 8, 2001, Pages 645-659

  Takewaki, Izuru ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Critical excitation; Design earthquake; Power spectral density function; Random vibration; Recorded ground motion; Resonance; Worst case input

Indexed keywords

RESONANCE; ROCKS; SOILS;

GROUND MOTIONS;

EARTHQUAKES;

CRITICAL STATE; EARTHQUAKE ENGINEERING; GROUND MOTION; RESONANCE; SEISMIC RESPONSE;

EID: 0035545760     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(01)00046-X     Document Type: Article

References (50)

1. Uncertainties in establishing design earthquakes
2. Effects of near-field earthquake shaking
3. Model-free design of aseismic structures
4. Maximum structural response to seismic excitations
5. Maximum dynamic response and proof testing
6. On the application of the critical excitation method to aseismic design
7. The critical excitation and response of simple dynamic systems
8. Critical base excitations of structural systems
9. Aseismic design by way of critical excitation
10. Critical excitation and response of free standing chimneys
11. Critical seismic excitation and response of structures
12. Seismic assessment of high-rise buildings
13. Reliability of seismic resistance predictions
14. Site-dependent critical design spectra
15. Subcritical excitation and dynamic response of structures in frequency domain
16. Critical seismic assessment of life-line structures
17. Critical seismic response of nuclear reactors
18. The use of optimization to construct critical accelerograms for given structures and sites
19. System dependent critical stochastic seismic excitations, M15/6
20. Nonstationary random critical seismic excitations
21. Critical seismic excitation for structures
22. Generation of critical stochastic earthquakes
23. Critical earthquake input power spectral density function models for engineering structures
24. Critical cross power spectral density functions and the highest response of multi-supported structures subjected to multi-component earthquake excitations
25. Critical seismic vector random excitations for multiply supported structures
26. Effective damper placement for critical excitation, confronting urban earthquakes
27. Optimal damper placement for critical excitation
28. A new method for nonstationary random critical excitation
29. A new probabilistic critical excitation method
30. A nonstationary random critical excitation method for MDOF linear structural models
31. Nonstationary random critical excitation for nonproportionally damped structural systems
32. Nonstationary random critical excitation for acceleration response
33. Maximum structural response using convex models
34. Convex model for seismic design of structures: I analysis
35. Convex models for impulsive response of structures
36. A generalization of the Drenick-Shinozuka model for bounds on the seismic response of a single-degree-of-freedom system
37. Worst inputs and a bound on the highest peak statistics of a class of non-linear systems
38. The critical excitation of nonlinear systems
39. Seismic inputs for nonlinear structures
40. Critical excitation for elastic-plastic structures via statistical equivalent linearization
41. Critical excitation for MDOF elastic-plastic structures via statistical equivalent linearization
42. Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground
43. Critical envelope functions for non-stationary random earthquake input
44. Statistical characterization of strong ground motions using power spectral density function