Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Masonry constructions: Mechanical models and numerical applications. Applications (Chap. 7)
This chapter presents some applications which were commissioned to the Mechanics of Materials and Structures Laboratory by public agencies. The first three cases deal with some important monuments with the aim of modeling eventual strengthening operations and assessing their effects on their static behavior (1) The Medici Arsenal in Pisa to model some restorative operations to improve the structure's seismic resistance, evaluate their effectiveness and aid in making the best choices in order to guarantee the safety and functionality. (2) The Church of San Pietro in Vinculis in Pisa on the static behavior of the right longitudinal wall of the church: it is 28 m long, 12 m high and 60 cm thick and made up of eight circular arches of unequal radii, supported by nine columns of varying heights. (3) The Dome of the Church of S. Maria Maddalena in Morano Calabro, a survey of the cracking and its distribution in both the drum and dome. The fourth example, of a completely different nature, is a study of a ladle employed in the iron and steel industry. The analysis aims to determine the behavior of the refractory material lining the metallic vessel, which must hold molten steel. The analyses have been conducted by using the finite element code COMES-NOSA.
Masonry constructions: Mechanical models and numerical applications. Applications (Chap. 7)
This chapter presents some applications which were commissioned to the Mechanics of Materials and Structures Laboratory by public agencies. The first three cases deal with some important monuments with the aim of modeling eventual strengthening operations and assessing their effects on their static behavior (1) The Medici Arsenal in Pisa to model some restorative operations to improve the structure's seismic resistance, evaluate their effectiveness and aid in making the best choices in order to guarantee the safety and functionality. (2) The Church of San Pietro in Vinculis in Pisa on the static behavior of the right longitudinal wall of the church: it is 28 m long, 12 m high and 60 cm thick and made up of eight circular arches of unequal radii, supported by nine columns of varying heights. (3) The Dome of the Church of S. Maria Maddalena in Morano Calabro, a survey of the cracking and its distribution in both the drum and dome. The fourth example, of a completely different nature, is a study of a ladle employed in the iron and steel industry. The analysis aims to determine the behavior of the refractory material lining the metallic vessel, which must hold molten steel. The analyses have been conducted by using the finite element code COMES-NOSA.
Masonry constructions: Mechanical models and numerical applications. Applications (Chap. 7)
Mauerwerkbauteile: mechanische Modelle und numerische Anwendungen. Anwendungsbeispiele (Kap. 7)
Lucchesi, Massimiliano (Autor:in) / Zani, Nicola (Autor:in) / Padovani, Cristina (Autor:in) / Pasquinelli, Giuseppe (Autor:in)
2008
27 Seiten, 33 Bilder
Aufsatz/Kapitel (Buch)
Englisch