Finite element prediction of seismic response modification of monumental structures utilizing base isolation

• Main Authors: Spanos Konstantinos, Anifantis Nikolaos, Kakavas Panayiotis
• Format: Article
• Language: English
• Published: De Gruyter 2015-05-01
• Series: Journal of the Mechanical Behavior of Materials
• Subjects: block structure; finite element analysis; full frictional contact; seismic isolation; time response
• Online Access: https://doi.org/10.1515/jmbm-2015-0007
• ISSN: 0334-8938; 2191-0243

The analysis of the mechanical behavior of ancient structures is an essential engineering task concerning the preservation of architectural heritage. As many monuments of classical antiquity are located in regions of earthquake activity, the safety assessment of these structures, as well as the selection of possible restoration interventions, requires numerical models capable of correctly representing their seismic response. The work presented herein was part of a research project in which a better understanding of the dynamics of classical column-architrave structures was sought by means of numerical techniques. In this paper, the seismic behavior of ancient monumental structures with multi-drum classical columns is investigated. In particular, the column-architrave classical structure under strong ground excitations was represented by a finite element method. This approach simulates the individual rock blocks as distinct rigid blocks interconnected with slidelines and incorporates seismic isolation dampers under the basement of the structure. Sliding and rocking motions of individual stone blocks and drums are modeled utilizing non-linear frictional contact conditions. The seismic isolation is modeled through the application of pad bearings under the basement of the structure. These pads are interpreted by appropriate rubber and steel layers. Time domain analyses were performed, considering the geometric and material non-linear behavior at the joints and the characteristics of pad bearings. The deformation and failure modes of drum columns subject to seismic excitations of various types and intensities were analyzed. The adverse influence of drum imperfections on structural safety was also examined.