Any literature available to select the effective piers during nonlinear seismic analysis of masonry structure?

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Mahboobeh Pirizadeh

These references can help you:

1) Aleman et al,"Seismic analysis of multi-story unreinforced masonry buildings with flexible diaphragms" , 2014, MCEER 15-0001

2) Tri-Directional Seismic Analysis of an Unreinforced Masonry Building With Flexible Diaphragms, Steven C. Sweeney, Matthew A. Horney,and Sarah L. Orton

April 2004 , U.S. Army Corps of EngineersWashington, DC 20314-100

3) Bachmann,H.;Lang,K.; Seismic Vulnerability of Existing Buildings ,Dissertation for Degree of Doctor Technical Science, Swiss Fedral Institute of Technoligy Zurich,2002

Francesco Graziotti

Try these:

Bracchi, S., et al. "Consideration of modelling uncertainties in the seismic assessment of masonry buildings by equivalent-frame approach." Bulletin of Earthquake Engineering 13.11 (2015): 3423-3448.

Penna, Andrea, et al. "Numerical Simulation Of Shaking Table Tests On Full-Scale Stone Masonry Buildings." International Journal of Architectural Heritage just-accepted (2016).