Nonlinear surface ground analysis via statistical approach

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 6, 2002, Pages 499-509

  Takewaki, Izuru ^a   Fujii, Nobuyoshi ^a   Uetani, Koji ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Engineering bedrock; Equivalent linearization; Nonlinear amplification; Random vibration; Surface ground; Wave propagation analysis

Indexed keywords

SHEAR STRESS; SOILS; WAVE PROPAGATION;

SURFACE GROUND;

EARTHQUAKES;

AMPLIFICATION; GROUND MOTION; SEISMIC WAVE; SOIL DYNAMICS; STATISTICAL ANALYSIS; WAVE PROPAGATION;

EID: 0036695232     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00033-7     Document Type: Article

References (9)

1. Remarkable response amplification of building frames due to resonance with the surface ground
2. Optimal damper placement for building structures including surface ground amplification
3. Soil-structure random response reduction via TMD-VD simultaneous use
4. Structural response to stationary excitation
5. Seismic frame design via inverse mode design of frame-ground systems
6. Defining equivalent stationary PSDF to account for nonstationarity of earthquake ground motion
7. 1D time-domain solution for seismic ground motion prediction