V. ?-ervenka, Inelastic finite element analysis of reinforced concrete panels under in-plane loads, 1979.

T. Paulay, Some aspects of shear wall design, Bull N Z Soc Earthq Eng, vol.5, issue.3, 1972.

C. M. Alexander, A. C. Heidebrecht, and W. K. Tso, Cyclic load tests on shear wall panels, Proceedings of the fifth world conference on earthquake engineering, pp.1116-1125, 1973.

A. E. Cardenas, H. G. Russell, and W. G. Corley, Strength of low-rise structural walls, ACI Special Publication, vol.63, 1980.

T. Paulay, M. Priestley, and A. J. Synge, Ductility in earthquake resisting squat shear walls, ACI J Proc, vol.79, issue.4, 1982.

P. A. Hidalgo, C. A. Ledezma, and R. M. Jordan, Seismic behavior of squat reinforced concrete shear walls, Earthq Spectra, vol.18, issue.2, pp.287-308, 2002.

B. Simeonov, Experimental investigation of the strength, stiffness and ductility of RC structural walls, In: World conference on earthquake engineering, vol.6, pp.387-94, 1998.

E. G. Endebrock, R. C. Dove, and W. E. Dunwoody, Analysis and tests on small-scale shear walls. FY-82 final report (No. NUREG/CR-4274; LA-10443-MS), 1985.

S. Wiradinata, Behaviour of squat walls subjected to load reversals, 1985.

R. C. Dove, J. G. Bennett, C. Farrar, and C. A. Anderson, Seismic category I structures program: final report, FY 1983-84 (No. NUREG/CR-4924; LA-11013-MS), 1987.

I. D. Lefas, M. D. Kotsovos, and N. N. Ambraseys, Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism, ACI Struct J, vol.87, issue.1, 1990.

P. Pegon, G. Magonette, F. J. Molina, G. Verzeletti, T. Dyngeland et al., Programme SAFE: Rapport du test T5, 1998.

Y. M. Parulekar, G. R. Reddy, K. K. Vaze, P. Pegon, and H. Wenzel, Simulation of reinforced concrete short shear wall subjected to cyclic loading, Nucl Eng Des, vol.270, pp.344-50, 2014.

F. Barda, J. M. Hanson, and W. G. Corley, Shear strength of low-rise walls with boundary elements, ACI Special Publication, vol.53, 1977.

C. R. Farrar, J. G. Bennett, W. E. Dunwoody, and W. E. Baker, Static load cycle testing of a low-aspect-ratio six

, Nuclear Regulatory Commission, 1989.

C. R. Farrar, J. G. Bennett, W. E. Dunwoody, and W. E. Baker, Low-aspect-ratio four-inch wall, TRG-type structure, 1990.

C. R. Farrar, J. G. Bennett, W. E. Dunwoody, and W. E. Baker, Static load cycle testing of a very low-aspect-ratio six-inch wall TRG-type structure

, Nuclear Regulatory Commission, Div. of Engineering, 1990.

C. R. Farrar, W. E. Baker, and R. C. Dove, Static and simulated seismic testing of the TRG-7 through-16 shear wall structures (No. NUREG/CR-5660

, Nuclear Regulatory Commission

, Los Alamos National Lab, 1991.

Y. Inada, Relationship between force and displacement in RC structures for nuclear reactors

. Univ and . Tokyo, , 1986.

T. Shiga, A. Shibata, and J. Takahashi, Experimental study on dynamic properties of reinforced concrete shear walls, Proceedings of the 5th world conference on earthquake engineering, 1973.

K. Ogata and T. Kabeyasawa, Experimental study on the hysteretic behavior of reinforced concrete shear walls under the loading of different moment-toshear ratios, Trans Jpn Concr Inst, vol.6, pp.274-83, 1984.

J. R. Benjamin and H. A. Williams, Reinforced concrete shear wall assemblies, Trans Am Soc Civil Eng, vol.126, issue.2, pp.114-159, 1961.

H. Umemura, H. Aoyama, M. Ito, and Y. Hosokawa, Aseismic characteristics of RC box and cylinder walls, Proceedings of the sixth world conference on earthquake engineering, pp.3144-3153, 1976.

V. V. Bertero, The response of shear walls subjected to dynamic loads

, Massachusetts Institute of Technology, 1957.

J. Antebi, Model analysis of the response of shear walls to dynamic loads

P. Gergely, Seismic fragility of reinforced concrete structures and components for application to nuclear facilities. Division of Engineering Technology, Office of Nuclear Regulatory Research, US Nuclear Regulatory Commission, 1985.

N. Ile, C. Plumier, and J. Reynouard, Test program on U-shaped walls leading to model validation and implication to design, Proceedings of the 12th European conference on earthquake engineering, 2002.

H. Torita, R. Matsumoto, Y. Kitada, K. Kusama, and T. Nishikawa, Shaking table test of Rc box-type shear wall in multi-axes loading, 13th world conference on earthquake engineering, 2004.

A. A. Sonin, The physical basis of dimensional analysis. Cambridge (MA): Department of Mechanical Engineering, MIT, 2001.

E. C. Carvalho, Seismic testing of structures. Earthquake engineering-invited papers: proceedings of the eleventh European conference, vol.2, p.53, 1998.

D. Rapport, Proposition de modification de la règle fondamentale de sûreté 1.2. c relative à la détermination des mouvements sismiques à prendre en compte pour la sûreté des tranches nucléaires comportant un réacteur à eau sous pression, applicable à l'ensemble des installations nucléaires de base, 1998.

O. Gupta and A. C. Lacoste, Prise en compte du risque sismique à la conception des ouvrages de génie civil d'installations nucléaire de base à l'exception des stockages à long terme des déchets radioactifs. Guide de l'Autorité de Sureté Nucléaire, 2006.

C. Pedron, Generation and characterization of synthetic signals: preliminary observations and developments. DEN technical report, SEMT/EMSI/RT/98-022/A, 1998.

T. Chaudat, S. Lermitte, S. Vassic, S. Poupin, C. Garnier et al., test report. DEN technical report, 2008.

P. Iso, Metallic materials -tensile testing -Part, vol.1, pp.6892-6893, 2010.

G. Grunthal, European Macroseismic scale EMS-98, vol.15, 1998.

D. J. Ewins, Modal testing: theory and practice, vol.79, 1984.

W. Heylen and P. Sas, Modal analysis theory and testing, 2006.

B. Cauberghe, Applied frequency-domain system identification in the field of experimental and operational modal analysis. VUB, Brussel: Praca doktorska, 2004.

E. Balmes, New results on the identification of normal modes from experimental complex modes, Mech Syst Signal Process, vol.11, issue.2, pp.229-272, 1997.

B. Richard, P. Martinelli, F. Voldoire, T. Chaudat, S. Abouri et al., SMART 2008: overview, synthesis and lessons learnt from the International Benchmark, 2015.

M. Corus, Experimental modal analyses of the SMART 2008 RC specimen before and after being subjected to seismic loadings. EDF technical report. H-T61-2009-00261-FR, 2009.

P. Martinelli and F. C. Filippou, Simulation of the shaking table test of a seven-story shear wall building, Earthq Eng Struct Dynam, vol.38, issue.5, pp.587-607, 2009.

K. K. Kapur and L. C. Shao, Generation of seismic floor response spectra for equipment design, Structural design of nuclear plant facilities, pp.29-71, 1973.

A. Lucchini, F. Mollaioli, and P. Bazzurro, Floor response spectra for bare and infilled reinforced concrete frames, J Earthq Eng, vol.18, issue.7, pp.1060-82, 2014.

B. Council, Prestandard and commentary for the seismic rehabilitation of buildings, FEMA-356, Federal Emergency Management Agency, 2000.

A. Ghobarah, On drift limits associated with different damage levels, International workshop on performance-based seismic design, vol.28, 2004.

, Eurocode 8 -design of structures for earthquake resistance -Part 1: General rules, seismic actions and rules for buildings, European Standard NF EN, issue.1, 1998.

, Seismic evaluation of existing nuclear power plants, safety reports series, 2003.

P. Labbé and A. Altinyollar, Conclusions of an IAEA-JRC research project on the safety significance of near-field seismic motions, Nucl Eng Des, vol.241, issue.5, pp.1842-56, 2011.