Abstract
Ancient monuments have often sustained severe damage due to earthquakes. The examination of their dynamic behavior can reveal their vulnerability to different dynamic excitations. Ancient temples consisting of classical columns are of particular interest, due to their architectural features and complex geometry. The dynamic response of short free-standing classical columns is investigated in this study. Two small scale marble columns of the same size but with a different number of drums are subjected to harmonic, random and earthquake excitations. The effect of their geometrical features on their dynamic behavior is examined. Numerical models based on the finite element method can provide reasonable estimates of the dynamic response of classical columns but cannot predict all the attributes of their actual dynamic behavior.
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Papalou A, Vozikis K, Kamaterou C, Lambropoulos A, Shvets Y (2014) Architectural and Structural Analysis of Souli’s Wells. J Archit Conserv 20(1):16–27
Karimiyan S, Moghadam A, Husseinzadeh Kashan A, Karimiyan M (2015) Progressive collapse evaluation of RC symmetric and asymmetric mid-rise and tall buildings under earthquake loads. Int J Civ Eng 13(1):30–44
Sivandi-Pour A, Gerami M, Kheyroddin A (2016) Uniform damping ratio for non-classically damped hybrid steel concrete structures. Int J Civ Eng. doi:10.1007/s40999-016-0003-8
Psycharis I, Lemos J, Papastamatiou D, Zambas C, Papantonopoulos C (2003) Numerical study of the seismic behaviour of a part of the Parthenon Pronaos. Earthq Eng Struct Dyn 32:2063–2084
Konstantinidis D, Makris N (2005) Seismic response analysis of multidrum classical columns. Earthq Eng Struct Dyn 34:1243–1270
Papantonopoulos C, Psycharis IN, Papastamatiou DY, Lemos JV, Mouzakis H (2002) Numerical prediction of the earthquake response of classical columns using the distinct element method. Earthq Eng Struct Dyn 31:1699–1717
Aslam M, Scalise DT, Godden WG (1980) Earthquake rocking response of rigid bodies. J Struct Div ASCE 106(2):377–392
Ishiyama Y (1982) Motion of rigid bodies and criteria for overturning by earthquake excitations. Earthq Eng Struct Dyn 10:635–650
Psycharis IN, Papastamatiou DY, Alexandris AP (2000) Parametric investigation of the stability of classical columns under harmonic and earthquake excitations. Earthq Eng Struct Dyn 29:1093–1109
Argyriou N, Ktenidou O-J, Manakou M, Apostolidis P, Chavez-Garcia F-J, Pitilakis K (2007) Seismic response analysis of ancient columns, 8th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, June 25–28, 2007
Dassios ΜΕ, Psycharis Ι, Vayias Ι. Analysis of seismic behaviour of columns and series of columns of ancient temples. 3rd Greek Conference in Seismic Mechanics and Technical Seismology, 5–7 November 2007, (in Greek)
Papadopoulos K, Vintzileou E (2008) The seismic response of the columns of Epikouriou Apollo’s. 3rd Greek Conference in Seismic Mechanics and Technical Seismology, 5–7 November (in Greek)
Papaloizou L, Komodromos P (2000) Planar investigation of the seismic response of ancient columns and colonnades with epistyles using a custom-made software. Soil Dyn Earthq Eng 29:1437–1454
Pitilakis K, Tavouktsi E (2010) Seismic response of the columns of two ancient Greek temples in Rhodes and Lindos, 8th International Symposium on the Conservation of Monuments in the Mediterranean Basin, Patra, 31 May-2 June
Argyriou N, Pitilakis K, Sextos A (2006) Numerical study of the seismic behaviour of multi-drum structures, 1st Greek Conference Anastylosis ETEPAM, Thessaloniki, June 14–16, 2006, (in Greek)
Michaltsos GT, Raftoyiannis IG (2014) Rocking and sliding of ancient temple columns under earthquake excitations, International Journal of Structural Stability and Dynamics 14(2)
Papaloizou L, Polycarpou P, Komodromos P, Hatzigeorgiou GD, Beskos DE (2016) Two-dimensional numerical investigation of the effects of multiple sequential earthquake excitations on ancient multi-drum columns. Earthq Struct 10(3):495–521
Stefanou I, Fragiadakis M, Psycharis IN (2014) Vulnerability assessment of classical columns with dislocated drums, 2nd European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey
Ambraseys N, Psycharis IN (2011) Earthquake stability of columns and statues. J Earthq Eng 15(5):685–710
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. J Earthq Eng Struct Dyn 31:1681–1698
Dassios ME, Μοuzakis X, Psyxaris I, Papantonopoulos K, Vayias I (2008) Experimental investigation of columns and sub assemblages of ancient temples, 3rd Greek Conference in Seismic Mechanics and Technical Seismology, 5–7 November, 2008 (in Greek)
Wong CM, Tso WK (1989) Steady state rocking response of rigid blocks, part 2: experiment. Earthq Eng Struct Dyn 18:107–120
Drosos VA, Anastasopoulos I (2014) Experimental investigation of the seismic response of classical temple columns. Bull Earthq Eng 13:299–310
Drosos V, Anastasopoulos I (2014) Shaking table testing of multidrum columns and portals. Earthq Eng Struct Dyn 43(11):1703–1723
Manos GC (1999) The dynamic performance of ancient columns and colonnades with and without the insertion of wires made of shape memory alloy, International Conference Structural Studies, Repairs and Maintenance of Historical Buildings, Dresden, Allemagne
Papalou A, Strepelias E (2015) Effectiveness of particle dampers in reducing the monuments’ response under dynamic loads. Mech Adv Mater Struct 23(2):128–135
Papalou A, Strepelias E, Roubien D, Bousias S, Triantafillou T (2015) Seismic protection of monuments using particle dampers in multi-drum columns. Soil Dyn Earthq Eng 77:360–368
Papalou A, Strepelias E (2015) Control of the dynamic response of classical columns with defects. Period Polytech Civ Eng 59(3):303–308
Vassiliou MF, Makris N (2015) Dynamics of the vertically restrained rocking column. J Eng Mech 141(12)
Acknowledgements
The author would like to thank the undergraduate student E. Haxhiraj for his assistance with the experimental work. There was no financial support for this research. Figure 1(a): Attribution to Jose Luiz Bernardes Ribeiro Fig. 1(b): Attribution to Arkadiusz Dudzinski Fig. 2(a): Photograph courtesy of the Department of Archaeology, Boston University, Saul S. Weinberg Collection.
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Papalou, A. Examining the Dynamic Response of Classical Columns. Int J Civ Eng 16, 123–135 (2018). https://doi.org/10.1007/s40999-016-0110-6
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DOI: https://doi.org/10.1007/s40999-016-0110-6