Pushover analysis of the triumphal arch of the church ofandahuaylillas, Peru: effect of stone masonry and ground settlement
Başlık çevirisi mevcut değil.
- Tez No: 780506
- Danışmanlar: PROF. DR. RENATO PERUCCHIO
- Tez Türü: Yüksek Lisans
- Konular: Makine Mühendisliği, Mechanical Engineering
- Anahtar Kelimeler: Belirtilmemiş.
- Yıl: 2016
- Dil: İngilizce
- Üniversite: University of Rochester
- Enstitü: Yurtdışı Enstitü
- Ana Bilim Dalı: Belirtilmemiş.
- Bilim Dalı: Belirtilmemiş.
- Sayfa Sayısı: 134
Özet
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Özet (Çeviri)
The Saint Peter Apostle church of Andahuaylillas near Cusco, Peru is a masterpiece of colonial adobe religious architecture in the Andes, dating from the late 16th to early 17th century. The church is important for the cultural heritage of Peru. The building is composed of a main nave, presbytery, six side chapels and a bell tower and features a typical light roofing“par y nudillo”system. A triumphal arch carrying a large adobe tympanum, separates the nave from the presbytery. Although this church is considered one of the most important monuments of its type due to its historical, architectural, and artistic features and the building is located in an earthquake-prone zone, the investigation of its seismic behavior has received only marginal attention. This work is a part of an integral seismic assessment of the building and focuses on the seismic evaluation of the triumphal arch and side walls, considered as a separate structural unit. The study takes into account the structural contribution of stone and brick masonry and explores the effect of possible foundation settlements. A damage plasticity model for adobe, brick and stone masonry is adopted for nonlinear FE analysis in Abaqus CAE/Explicit. 2D plain stress FE models are used to evaluate the overall response of the triumphal arch under lateral in-plane accelerations representing pushover conditions. Critical accelerations leading to collapse and corresponding damage patterns are identified. The effect on the lateral capacity of differential settlements, applied analysis time, and boundary conditions are determined. Finally, the effect of linearly increasing horizontal accelerations applied either uniformly to the entire structure or only to the supporting ground, are compared and found to yield similar lateral capacity results for the triumphal arch.
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