Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight

A Nonlinear Analysis Method for Performance‐Based Seismic Design

Peter Fajfar · Earthquake Spectra · 2000 · 1.3K citations · Full text

Engineering, Civil Engineering, Seismic Design +16

Multisurface Interface Model for Analysis of Masonry Structures

Paulo B. Lourénço, J.G. Rots · Journal of Engineering Mechanics · 1997 · 881 citations

Engineering, Civil Engineering, Materials Engineering +17

Homogenised limit analysis of masonry walls, Part I: Failure surfaces

Gabriele Milani, Paulo B. Lourénço, Antonio Tralli · Computers & Structures · 2005 · 383 citations · Full text

Engineering, Civil Engineering, Finite Element Analysis +14

THE BIAXIAL COMPRESSIVE STRENGTH OF BRICK MASONRY.

AW Page · Proceedings of the Institution of Civil Engineers · 1981 · 312 citations

Engineering, Civil Engineering, Materials Science +14

Numerical models for the seismic assessment of an old masonry tower

Fernando Mikelarena Peña, Paulo B. Lourénço, Nuno Mendes et al. · Engineering Structures · 2010 · 263 citations · Full text

Engineering, Civil Engineering, Earthquake Engineering +15