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S. Hatami

Researcher at Yasouj University

Publications -  19
Citations -  279

S. Hatami is an academic researcher from Yasouj University. The author has contributed to research in topics: Cold-formed steel & Stiffness matrix. The author has an hindex of 7, co-authored 18 publications receiving 240 citations. Previous affiliations of S. Hatami include Isfahan University of Technology.

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Exact free vibration analysis of axially moving viscoelastic plates

TL;DR: In this paper, an exact finite strip method is developed for the free vibration analysis of axially moving viscoelastic plates, where the exact stiffness matrix of a finite strip of plate is extracted in the frequency domain.
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Free vibration of moving laminated composite plates

TL;DR: In this article, the free vibration of axially moving symmetrically laminated plates subjected to in-plan forces is studied by classical plate theory, which includes symmetric cross-ply and angle-ply laminates and anisotropic plates.
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Seismic characteristics of K-braced cold-formed steel shear walls

TL;DR: In this paper, a detailed investigation of the lateral performance of K-braced cold-formed steel structures and their response modification coefficients, R factor, is presented, and a total of 12 full-scale 2.4×2.4 m specimens of different configurations are considered, and the responses investigated under a standard cyclic loading regime.
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Exact and Semi-Analytical Finite Strip for Vibration and Dynamic Stability of Traveling Plates with Intermediate Supports:

TL;DR: In this article, the exact finite strip method was used to obtain a solution for linear free vibration and stability of an axially moving plate subjected to plane stresses, where the plate may travel over multiple line supports and the exact natural frequencies and the speed at the onset of instability in the travelling plate can be identified for different boundary conditions and plate dimensions.
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Performance-based evaluation of strap-braced cold-formed steel frames using incremental dynamic analysis

TL;DR: In this article, a detailed investigation was conducted on 9 full scale strap-braced CFS walls and the required data were derived from the results of the experiments, as a consequence, quantitative and qualitative damage indices have been proposed in three seismic performance levels.