Experimental investigation of the seismic response of classical temple columns

Bulletin of Earthquake Engineering

Volumn 13, Issue 1, 2015, Pages 299-310

  Drosos, Vasileios A ^a   Anastasopoulos, Ioannis ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b UNIVERSITY OF DUNDEE   (United Kingdom)

Author keywords

Monuments; Multi drum columns; Rocking response; Shake table testing

Indexed keywords

EARTHQUAKE EFFECTS; EARTHQUAKE ENGINEERING; SOIL MECHANICS;

EARTHQUAKE RESISTANT; EXPERIMENTAL INVESTIGATIONS; MARBLE SPECIMENS; MONUMENTS; PERMANENT DEFORMATIONS; ROCKING RESPONSE; SEISMIC PERFORMANCE; SHAKE TABLE TESTING;

SEISMIC RESPONSE;

EID: 84918497577     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-014-9608-y     Document Type: Article

References (31)

1. Apostolou M, Gazetas G, Garini E (2007) Seismic response of slender rigid structures with foundation uplifting. Soil Dyn Earthq Eng 27:642–654
2. Calderini C, Lagomarsino S, Rossi M, De Canio G, Mongelli ML, Roselli I (2014) Shaking table tests of an arch-pillars system and design of strengthening by the use of tie-rods. Bull Earthq Eng—this Special Issue (submitted for possible publication)
3. Cooper FA (1996) The temple of Apollo Bassitas, vol 1: The architecture. American School of Classical Studies at Athens, Princeton
4. D’Ayala D, Lagomarsino S (2014) Application of PERPETUATE procedure to case studies: assessment and rehabilitation decisions. Bull Earthq Eng—this Special Issue (submitted for possible publication)
5. Drosos V, Anastasopoulos I (2013) Shaking table testing of multi-drum columns and portals. Earthq Eng Struct Dyn. doi:10.1002/eqe.2418
6. Drosos V, Anastasopoulos I, Gazetas G (2012) Shaking table testing of multi-drum columns. Technical report, National Technical University of Athens, Greece
7. Gazetas G, Garini E, Anastasopoulos I, Georgarakos T (2009) Effects of near-fault ground shaking on sliding systems. J Geotech Geoenviron Eng ASCE 135(12):1906–1921
8. Gelagoti F, Kourkoulis R, Anastasopoulos I, Gazetas G (2012) Rocking-isolated frame structures: margins of safety against toppling collapse and simplified design approach. Soil Dyn Earthq Eng 32(1):87–102
9. Giuffre A (1986) Studies in progress on the seismic behaviour of the Imperial Columns in Rome. Studi e ricerche sulla sicurezza sismica dei monumenti. Report no 5, Universita degli Studi ‘La Sapienza’
10. Guidotti A (1982) Questioni di dimanica per il restauro dei monumenti. Restauro 59:37–101
11. Housner GW (1963) The behavior of inverted pendulum structures during earthquakes. Bull Seismol Soc Am 53(2):404–417
12. Jones MW (2001) Doric measure and architectural design 2: a modular reading of the classical temple. Am J Archaeol 105(4):675–713
13. Koh AS, Spanos P, Roesset JM (1986) Harmonic rocking of rigid block on flexible foundation. J Eng Mech ASCE 112(11):1165–1180
14. Kounadis A (2012) Rocking cantilever consisting of rigid blocks freely resting on top of each other under ground excitation (Part A, Research Project 200/703). In: Proceedings of the Academy of Athens, 6 Dec 2012 (in Greek)
15. Krstevska L, Mihailov V, Boschi E, Rovelli A (1996) Experimental dynamic testing of prototype and model of the Antonina Column in Roma. In: Proceedings of the 11th world conference on earthquake engineering. Paper no 546, Acapulco, Mexico
16. Lagomarsino S (2014) Seismic assessment of rocking masonry structures. Bull Earthq Eng. doi:10.1007/s10518-014-9609-x
17. Lagomarsino S, Modaressi H, Pitilakis K, Bosjlikov V, Calderini C, D’Ayala D, Benouar D, Cattari S (2010) PERPETUATE project: the proposal of a performance-based approach to earthquake protection of cultural heritage. Adv Mater Res 133–134:1119–1124. doi:10.2495/STR110581
18. Lagomarsino S, Abbas N, Calderini C, Cattari S, Rossi M, Ginanni Corradini R, Marghella G, Mattolin F, Piovanello V (2011) Classification of cultural heritage assets and seismic damage variables for the identification of performance levels. WIT Trans Built Environ 118:697–708. doi:10.2495/STR110581
19. Makris N (1997) Rigidity–plasticity–viscosity: can electro-rheological dampers protect base-isolated structures from near-source ground motions? Earthq Eng Struct Dyn 26(5):571–591
20. Makris N, Black CJ (2004) Dimensional analysis of rigid-plastic and elastoplastic structures under pulse-type excitations. J Eng Mech ASCE 130(9):1006–1018
21. Makris N, Chang S-P (2000) Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures. Earthq Eng Struct Dyn 29(1):85–107
22. Makris N, Roussos Y (2000) Rocking response of rigid blocks under near-source ground motions. Géotechnique 50(3):243–62
23. Manos GC, Demosthenous M (1992) Dynamic response of rigid bodies subjected to horizontal base motion. In: Proceedings of the 10th world conference on earthquake engineering, Madrid, Spain, pp 2817–2821
24. Mavroeidis GP, Papageorgiou AS (2003) A mathematical representation of near-fault ground motions. Bull Seismol Soc Am 93(3):1099–1131
25. Mouzakis HP, Psycharis IN, Papastamatiou DY, Carydis PG, Papantonopoulos C, Zambas C (2002) Experimental investigation of the earthquake response of a model of a marble classical column. Earthq Eng Struct Dyn 31(9):1681–1698
26. Nakamura Y, Uehan F, Inoue H (1996) Waveform and its analysis of the 1995 Hyogo-Ken-Nanbu earthquake (II). Railway Technical Research Institute
27. Perry J (1881) Note on the rocking of a column. Transcr Seismol Soc Jpn 3:103–106
28. Psycharis IN (1990) Dynamic behaviour of rocking two-block assemblies. Earthq Eng Struct Dyn 19:555–575
29. Psycharis IN, Jennings PC (1983) Rocking of slender rigid bodies allowed to uplift. Earthq Eng Struct Dyn 11(1):57–76
30. Stavrakakis GN, Chouliaras G, Panopoulou G (2002) Seismic source parameters for the $$\text{ M }_{{\rm L}}$$ML = 5.4 Athens Earthquake (7 September 1999) from a new telemetric broad band seismological network in Greece. Nat Hazards 27:47–60
31. Veletsos AS, Newmark NM, Chelepati CV (1965) Deformation spectra for elastic and elasto-plastic systems subjected to ground shock and earthquake motions. In: Proceedings of the 3rd world conference on earthquake engineering, Wellington, New Zealand, pp 663–682