Parametric investigation of the stability of classic al columns under harmonic and earthquake excitations

Earthquake Engineering and Structural Dynamics

Volumn 29, Issue 8, 2000, Pages 1093-1109

  Psycharis, I N ^a   Papastamatiou, D Y ^a   Alexandris, A P ^b  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b Geot Eng OTM Consultants   (Greece)

Author keywords

Ancient monuments; Distinct element method; Earthquake response; Harmonic response; Multidrum columns

Indexed keywords

ASYMPTOTIC STABILITY; COMPUTER SIMULATION; DEFECTS; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; FINITE ELEMENT METHOD; HARMONIC ANALYSIS; NATURAL FREQUENCIES;

DISTINCT ELEMENT METHOD; EARTHQUAKE MOTION; FREE STANDING CLASSICAL COLUMN; MULTIDRUM FREE STANDING COLUMN; SEISMIC RESPONSE; SINGLE BLOCK ANALYSIS;

COLUMNS (STRUCTURAL);

COLUMN; EARTHQUAKE ENGINEERING; HISTORIC BUILDING; MONUMENT; SEISMIC RESPONSE;

EID: 0034255002     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9845(200008)29:8<1093::AID-EQE953>3.0.CO;2-S     Document Type: Article

References (18)

1. Th e behavior of inverted pendulum structures during earthquakes
2. Effects of foundation tipping on dynamic response
3. Rocking response of rigid blocks to earthquakes
4. Motion of rigid bodies and criteria for overturning by earthquake excitations
5. Rocking of slender rigid bodies allowed to uplift
6. Rocking of rigi d bodies due to harmonic shaking
7. Dynamics of structures on two-spring foundation allowed to uplift
8. Harmonic rocking of rigid block on flexible foundation
9. On the dynamic response of rigid body assemblies
10. Dynamic analysis of a stone column excited by a sine wave ground motion
11. Dynamic behavior of rocking two block assemblies
12. Seismic response of classical monuments. A numerical perspective developed at the Temple of Apollo in Bassae, Greece
13. Computer model for simulating progressive large scale movements in blocky rock system s
14. Monuments under seismic action
15. Experimental and numerical investigations of the earthquake response of classical monuments
16. Upthrow of objects due to horizontal impulse excitation