Structural Assessment and Strengthening of a Historic Masonry Orthodox Church

Author:

Spiridon Ionuț Alexandru1,Ungureanu Dragoș1,Țăranu Nicolae12,Onuțu Cătălin1,Isopescu Dorina Nicolina1ORCID,Șerbănoiu Adrian Alexandru1ORCID

Affiliation:

1. Faculty of Civil Engineering and Building Services, “Gheorghe Asachi” Technical University of Iaşi, 43 Mangeron Blvd., 700050 Iaşi, Romania

2. The Academy of Romanian Scientists, 3 Ilfov Street, Sector 5, 050663 Bucuresti, Romania

Abstract

This study provides insight into the structural assessment, diagnosis, and strengthening of the medieval church of Tazlău Monastery in Piatra Neamț, Romania. The first part of the paper briefly presents the wider context of strengthening and preserving heritage churches and monastic buildings and describes the architectural setting and the structural features of the traditional Romanian Orthodox churches. The second part of the paper is a case study related to the rehabilitation of a medieval heritage church, which is the paramount building of a larger monastic complex. Erected in 1496, the church of the Nativity of the Blessed Virgin Mary closely follows the medieval traditional Orthodox patterns from both architectural and structural points of view. Structural assessment and diagnosis revealed that degradations were induced and developed throughout the life of the structure due to approximately 24 earthquakes (estimated at over 6.0 magnitude) having endangered the structural safety of the building and the mural iconography. After the structural diagnosis, a combined and complex method of strengthening consisting of both grouting and introducing steel rods in vertically drilled galleries along the entire height of the walls was selected. The main advantage of applying this combined strengthening strategy was a remarkable enhancement of the structural seismic performance of the church building.

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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