Abstract
The goal of this study is to examine the historical masonry arch bridge's static and dynamic behavior using far-field fault earthquakes. The first step is to build a finite element model with ANSYS and SAP2000. This is done to see if the greatest possible displacements, primary stresses, and elastic strains compare. From above, the belt's upper side appears to be vital for damage. Furthermore, a historical masonry arch bridge's life cycle assessment is also researched and observed, which results in increased stress and strain values for the bridge, causing its expected life span to be drastically reduced.
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Kapsamı
Uluslararası
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Type
Hakemli
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Index info
WOS.SCI
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Language
English
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Article Type
None
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Keywords
historical masonry arch bridge far fault earthquakes ANSYS SAP2000 finite element method