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SPSA Algorithm based Optimum Design of Longitudinal Section of Bridges
The purpose of this study is to determine the optimum design of arch longitudinal no prismatic single-cell section. The FE model of the Cetina open spandrel arch bridge was constructed using the
Seismic Behavior Assessment of The Historical Tomb of Sheikh Shahab- edin Ahary
This study aims to investigate failure mechanism of historical tomb of Shahab-edin Ahary elements and determines areas prone to structural failure. Since Ahar is one of the most earthquake-prone