S06 - Numerical modeling and structural analysis (3) | |
Safe Estimation of Minimum Thickness of Circular Masonry Arches Considering Stereotomy and Different Rotational Failure Modes O. Gáspár, I. Sajtos and A. A. Sipos | |
General Thrust Surface of the Masonry Domes I. Sajtos, O. Gáspár and A.Á. Sipos | |
3D FE Modeling of Multi-Span Stone Masonry Arch Bridges for the Assessment of Load Carrying Capacity: the Case of Justinian’s Bridge V. G. Mentese and O. C. Celik | |
Study on Strict Homogenization Method and Model of Masonry under Different Bricklaying Methods Based on Regular Tessellation Theory Y. Chunxia, C. Shu, L. Chenyi and Z. Nan | |
Structural Evaluation of Typical Historical Masonry Vaults of Cagliari: Sensitivity to Bricks Arrangements A. Cazzani, N. Grillanda, G. Milani, V. Pintus and E. Reccia | |
The Safety of Masonry Arches Subject to Vertical and Horizontal Forces. A Numerical Method Based on the Thrust Line Closest to the Geometrical Axis S. Galassi and G. Tempesta | |
Inspection, Diagnosis and Modelling of Azurara Church in the North of Portugal E.A. Chaves Moreno, E.T. Key, A. Uplekar , O. Pino, G. Vasconcelos, J. Ortega and E. Poletti | |
Influence of Settlements and Geometrical Imperfections on the Internal Stress State of Masonry Structures A. Dell Endice, A. Iannuzzo, T. Van Mele and P. Block | |
Analysis and Assessment of Swedish Vaulted Masonry Structures Using Funicular Methods C. Thelin and F. Höst | |
Assessment of Structural Damage and Evolution in Time in Historical Constructions Using Numerical Models: the Case of the Church of Saint Bassiano in Pizzighettone, Cremona G. Angjeliu, G. Cardani and D. Coronelli |