ブックタイトル「煉瓦造建造物の保存と修復」英語版

概要

「煉瓦造建造物の保存と修復」英語版

from three different eras can be seen: the original building(wall at the far end), reinforcement from the 14th century(middle wall), and additional reinforcement from the 17thcentury (front wall). It has been reinforced repeatedly, butby methods that were not safe. Then, the recent earthquakeoccurred.A typical method of reinforcement from the past isreplacement of wood building members with reinforcedconcrete. During an earthquake, the reinforced concreteelements persisted resulting in greater damage.(slide 4) Damage due to lack of maintenance was alsofrequently observed. The roof and floor structures had agedover the years and when the chimney fell, it resulted indestruction of the entire building.(slide 5) In this photo as well, the architect had replacedwood members with reinforced concrete causing greatdamage.Prof. Eng. Claudio ModenaProf. Eng. Claudio ModenaImpact of Previous Interventionsand Local VulnerabilitiesVulnerabilities and learningsSM IngegneriaSan Michele, Villa Sant’Angelo,2009EMILIA EARTHQUAKE - 2012CavezzoSM IngegneriaArquata del Tronto (RI),2016slide 3slide 6Prof. Eng. Claudio ModenaProf. Eng. Claudio ModenaImpact of Previous Interventionsand Local VulnerabilitiesPescara del Tronto (RI), 2016Vulnerabilities and learningsSM IngegneriaTHE PROBLEM OF MASONRY QUALITY20092012San Michele, Villa Sant’AngeloSan ProsperoSM IngegneriaVillanova, Accumoli (RI), 2016San Prospero,CavezzoCollegiata Santa MariaMaggiore, Mirandolaslide 4slide 7Impact of Previous Interventionsand Local VulnerabilitiesProf. Eng. Claudio ModenaVulnerabilities and learningsSM IngegneriaProf. Eng. Claudio ModenaTHE PROBLEM OF MASONRY QUALITY SM Ingegneria2012 EmiliaNovi, SS RoveretoSan Martino, BuonacompraSan Giovanni, Accumoli (RI), 2016slide 5Pescara del Tronto (RI), 2016Collegiata Santa Maria Maggiore, Mirandolaslide 848Chapter 5 Criteria and Techniques for Repairing and Strengthening Architectural Heritage: Research and Application