Linear and Nonlinear Earthquake Analysis for Strength Evaluation of Masonry Monument of Neoria

Linear and Nonlinear Earthquake Analysis for Strength Evaluation of Masonry Monument of Neoria

An evaluation of the seismic behavior of a massive masonry monument with vaults, namely, the Neoria complex at the old port of Chania, is presented here. The usage of modal response analysis requires the combination of many eigenmodes in order to capture the required amount of vibration energy. Alte...

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Bibliographic Details
Main Authors: Maria E. Stavroulaki, Amalia Kasampali, Barbara Charalambidi, Siphesihle Mpho Motsa, Georgios A. Drosopoulos, Georgios E. Stavroulakis
Format: Article
Language:English
Published: MDPI AG 2023-08-01
Series:Buildings
Subjects:
finite element analysis
nonlinear time history analysis
earthquake analysis
unreinforced masonry
time-step analysis
masonry vaults
Online Access:https://www.mdpi.com/2075-5309/13/9/2204

Internet

https://www.mdpi.com/2075-5309/13/9/2204

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