SEISMIC SOIL-STRUCTURE INTERACTION OF A MASONRY STRUCTURE: SUNGURBEY MOSQUE

In existing buildings, it may be necessary to repair, adapt, renew, relocate or demolish buildings and building parts that have come the end of their usage period due spatial, functional, technical economic obsolescence. After applications extend service life is great importance analyze dynamic behavior under soil-structure interaction earthquake loads obtain accurate results. this study, seismic historical Sungur Bey Mosque, which was first built in 1577 but disassembled, moved rebuilt another area (relocated) order preserve its cultural values life, examined. The analysis masonry structure survived after Sivrice (2020) earthquake, where loss property occurred, carried out with PLAXIS 3D software program. real record NS used analysis. Local soil properties obtained as a result field investigation studies were utilized numerical modeling. Depending on analyzes, effects reconstructed results from analyzes compared state important findings revealed.