Validation of the PARC_CL 2.0 crack model for the assessment of the nonlinear behaviour of RC structures subjected to seismic action: SMART 2013 shaking table test simulation

Author:

Belletti B.,Stocchi A.,Scolari M.,Vecchi F.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

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2. Whyte CA, Stojadinovic B. Hybrid simulation of the seismic response of squat reinforced concrete shear walls. PEER Report 2013/02, Pacific Earthquake Engineering Research Center Headquarters at the University of California, Berkeley. http://peer.berkeley.edu/publications/peer_reports/reports_2013/webPEER-2013-02-Whyte.pdf; 2013.

3. Behaviour of RC buildings with large lightly reinforced walls along the perimeter;Pecce;Eng Struct,2014

4. Labbé P. EDF experience on design and construction of nuclear power plants on seismic isolation systems. In: 1st Conference on the technological innovations in nuclear civil engineering: construction and strengthening of nuclear buildings, TINCE 2013, Paris (France), October 28–31; 2013. p. 29–31.

5. Cyclic behaviour of a full scale RC structural wall;Riva;Eng Struct,2003

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