S07 - Numerical modeling and structural analysis (4) | |
Minimum Thickness and Collapse Conditions of the Irregular Masonry Arch Subject to its Own Weigth N. Cavalagli, V. Gusella and R. Liberotti | |
A Simple and Effective Rigid Beam Model for Studying the Dynamic Behaviour of Freestanding Columns D. Baraldi, G. Milani and V. Sarhosis | |
Correlation Studies for the In-Plane Analysis of Masonry Walls Based on Macroscopic FE Models with Damage M. Nocera, L.C. Silva, D. Addessi and P.B. Lourenço | |
Simplex Algorithm for 3D Limit Analysis of Roman Groin Vaults C. Baggio and S. Santini | |
Assemblability Constraints in the Limit Analysis of 3D Masonry Interlocking Blocks E. Mousavian and C. Casapulla | |
Influence of Temperature on the Structural Behaviour of Masonry Buildings M. Girardi, C. Padovani and D. Pellegrini | |
Safety Assessment of Historic Masonry Structures by Limit Analysis and Deterministic Partial Safety Factors F. Magdalena, A. Aznar, J. Antuna and J.I. Hernando | |
Influence of the Spatial Variability of Joints Characteristics on the Elastic Properties of Masonry M.L. De Bellis, V. Sepe and M. Vasta | |
Investigation on the Seismic Response of a Large Monumental Complex S. Caprili, I. Puncello and P. Roca | |
Discrete Element Modelling of Single-Nave Churches Damaged after the 2009 Earthquake in l’Aquila, Italy F. Gobbin, R. Fugger and G. De Felice | |
Influence of Various Light Timber Retrofit Layouts on the Dynamic Response of Typical Duch Masonry Terraced Houses C. Morandini, D. Malomo, R. Pinho and A. Penna |
