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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

Abstract

General Thrust Surface of the Masonry Domes

I. Sajtos, O. Gáspár and A.Á. Sipos

Abstract

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

Abstract

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

Abstract

Structural Evaluation of Typical Historical Masonry Vaults of Cagliari: Sensitivity to Bricks Arrangements

A. Cazzani, N. Grillanda, G. Milani, V. Pintus and E. Reccia

Abstract

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

Abstract

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

Abstract

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

Abstract

Analysis and Assessment of Swedish Vaulted Masonry Structures Using Funicular Methods

C. Thelin and F. Höst

Abstract

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

Abstract