Simple Homogenization-Topology Optimization Approach for the Pushover Analysis of Masonry Walls

A numerical method to generate optimal load paths in plain and reinforced concrete structures

(2016) Matteo Bruggi   COMPUTERS & STRUCTURES

A macro-model with nonlinear springs for seismic analysis of URM buildings

(2016) Giovanni Rinaldin et al.   EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

Finite element analysis of no–tension structures as a topology optimization problem

(2014) Matteo Bruggi   STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION

TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings

(2013) Sergio Lagomarsino et al.   ENGINEERING STRUCTURES

Force-Based Beam Finite Element (FE) for the Pushover Analysis of Masonry Buildings

(2013) Daniela Addessi et al.   International Journal of Architectural Heritage

A stress–based approach to the optimal design of structures with unilateral behavior of material or supports

(2013) Matteo Bruggi et al.   STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION

Simple homogenization model for the non-linear analysis of in-plane loaded masonry walls

(2011) Gabriele Milani   COMPUTERS & STRUCTURES

Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings

(2011) Rui Marques et al.   COMPUTERS & STRUCTURES

A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures

(2011) Gabriele Milani et al.   INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

Simple SQP approach for out-of-plane loaded homogenized brickwork panels, accounting for softening

(2010) Gabriele Milani et al.   COMPUTERS & STRUCTURES

Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames

(2009) G. Milani et al.   ENGINEERING STRUCTURES

A macroelement for the nonlinear analysis of in-plane unreinforced masonry piers

(2008) S.-Y. Chen et al.   ENGINEERING STRUCTURES

A discontinuous quasi-upper bound limit analysis approach with sequential linear programming mesh adaptation

(2008) G. Milani et al.   INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES

An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings

(2007) Y. Belmouden et al.   CONSTRUCTION AND BUILDING MATERIALS

Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code

(2007) Laurent Pasticier et al.   EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS