A modelling approach for existing shear-critical RC bridge piers with hollow rectangular cross section under lateral loads

Author:

Cassese PaolinoORCID,De Risi Maria TeresaORCID,Verderame Gerardo Mario

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference69 articles.

1. ACI Committee 318 (1995) Building code requirement for structural concrete and commentary. American Concrete Institute, Farmington Hills

2. ACI-ASCE Committee 326 (1962) Shear and diagonal tension. ACI J 59: 1–30, 277–334, 352–396

3. Aschheim M, Moehle JP (1992) Shear strength and deformability of RC bridge columns subjected to inelastic cyclic displacements. Rep. No. UCB/EERC-92/04, Earthquake Engineering Research Centre, University of California at Berkeley, Berkeley

4. Aslani H, Miranda E (2005) Probabilistic earthquake loss estimation and loss disaggregation in buildings. Doctoral Dissertation, Stanford University

5. Baradaran Shoraka M, Elwood KJ (2013) Mechanical model for non-ductile reinforced concrete columns. J Earthq Eng 17(7):937–957

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