S09 - Numerical modeling and structural analysis (6) | |
Development of a Neural Network Embedding for Quantifying Crack Pattern Similarity in Masonry Structures A. Rózsás, A. Slobbe, W. Huizinga, M. Kruithof and G. Giardina | |
The Unbuilt Musmeci Parabolic Cross Vault Reinvented as a Dry-Masonry Structure C. Intrigila, N.A. Nodargi and P. Bisegna | |
A Comparison Between Traditional and Modern Approaches for the Structural Modelling of Brick Masonry Barrel Vaults E. Coïsson, D. Ferretti and F. Pagliari | |
Simulation of the Out-of-Plane Behaviour of URM Walls by Means of Discrete Macro-Element Method C. Chácara, B. Pantò, F. Cannizzaro, D. Rapicavoli, I. Caliò and P.B. Lourenço | |
Numerical Modelling of the Seismic Performance of Romanian Traditional Timber-Framed Buildings F. Parisse, E. Poletti, A. Dutu and H. Rodrigues | |
Calibration of a FEM Model with Complex Geometry: the Case Study of Santa Maria Maddalena Church in Ischia, Italy B. Di Napoli, M. P Ciocci, T. Celano, P. B Lourenço and C. Casapulla | |
Applicability of FEM and Pushover Analysis to Simulate the Shaking-Table Response of a Masonry Building Model with Timber Diaphragms M.P. Ciocci, R. Marques and P.B. Lourenço | |
A Macroscale Modelling Approach for Nonlinear Analysis of Masonry Arch Bridges B. Pantò, C. Chisari, L. Macorini and B.A. Izzuddin | |
Seismic Behaviour Analysis of Diaphragm Arches: Case Studies from Catalan Gothic Churches D. Cacace, V. Corlito, M. Zizi, G. De Matteis and P. Roca | |
Numerical Development of a Strengthened Wall-to-Diaphragm Seismic Connection: Calibration and Application on a Building Prototype F. Solarino, D.V. Oliveira and L. Giresini | |
A Simplified Modelling Approach for the Practical Engineering Assessment of Unreinforced Masonry Structures Using Layered Shell Elements A. Hassanieh, M. Gharib and M. King | |
Structural Modelling and Numerical Analysis of the Palace of Sports of Mexico City H. Badillo-Almaraz, A. Orduña, S.G. De La Rosa, G.A. González and G.M. Roeder |
