M
Masoud Rabeti Moghadam
Researcher at Yasouj University
Publications - 9
Citations - 211
Masoud Rabeti Moghadam is an academic researcher from Yasouj University. The author has contributed to research in topics: Acceleration & Earthquake shaking table. The author has an hindex of 6, co-authored 7 publications receiving 145 citations. Previous affiliations of Masoud Rabeti Moghadam include Iran University of Science and Technology.
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Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation
TL;DR: In this paper, the authors investigated the effect of a circular subway tunnel on the ground motion amplification pattern and found that the amount of amplifications were mainly controlled by dimensionless period, dimensionless depth and flexibility ratio.
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Effect of underground tunnel on the ground surface acceleration
TL;DR: In this paper, a series of dynamic centrifuge tests was designed and conducted to study the seismic behavior of buried box tunnels and numerical simulations of the same tests were also performed using a finite difference software.
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Tunnel flexibility effect on the ground surface acceleration response
TL;DR: In this article, the authors investigated the effect of the flexibility of underground structures relative to the surrounding medium, referred to as the flexibility ratio, on the ground surface acceleration response using a numerical model verified against dynamic centrifuge test results.
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Fragility Curves Evaluation for Broken-Back Block Quay Walls
TL;DR: In this article, a numerical model was developed and validated against shaking table tests results for two broken-back block quay walls, and fragility curves were produced for two types of walls.
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Numerical evaluation of liquefaction-induced damages in composite breakwaters and its application for performance-based improvement design
TL;DR: In this article, the authors investigated soil liquefaction effects on the seismic performance of Iran liquefied natural gas (LNG) composite breakwater and proposed different improvement patterns based on distribution of pore pressure ratio (ru) beneath the breakwater.