Effective periods and dampings of building-foundation systems including seismic wave effects

Engineering Structures

Volumn 24, Issue 5, 2002, Pages 553-562

  Avilés, Javier ^a   Suárez, Martha ^b  

^a INSTITUTO MEXICANO DE TECNOLOGÍA DEL AGUA   (Mexico)

^b UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

Effective damping; Effective period; Impedance function; Inertial interaction; Input motion; Kinematic interaction; Soil structure interaction

Indexed keywords

APPROXIMATION THEORY; DAMPING; SEISMOLOGY; SHEAR WAVES; SOILS;

SOIL-STRUCTURE SYSTEMS;

FOUNDATIONS;

BUILDING CONSTRUCTION; DAMPING; FOUNDATION; SEISMIC WAVE; SHEAR STRESS; SOIL STRUCTURE;

EID: 0036570266     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00121-3     Document Type: Article

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2. Dynamic behaviour of building-foundation systems
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4. Seismic response of foundations embedded in a layered half-space
5. On rigid foundations subjected to seismic waves
6. Tentative provisions for the development of seismic regulations for buildings
7. NEHRP recommended provisions for seismic regulations for new buildings
8. Linear soil-structure interaction
9. Dynamic behavior of structures with embedded foundations
10. Evaluation of interaction effects on the system period and the system damping due to foundation embedment and layer depth
11. An approximate analysis of input motions for rigid embedded foundations
12. Elements for the numerical analysis of wave motion in layered strata
13. The spring method for embedded foundations
14. Insights on cutoff frequency for foundation on soil layer
15. Earthquake response of embedded cylindrical foundations to SH and SV waves
16. Free-field response from inclined SH-waves and love-waves
17. Effects of foundation embedment during building-soil interaction
18. Site effects and soil-structure interaction in the Valley of Mexico