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Behnam Mehrparvar
Researcher at Islamic Azad University
Publications - 7
Citations - 36
Behnam Mehrparvar is an academic researcher from Islamic Azad University. The author has contributed to research in topics: Base isolation & Earthquake engineering. The author has an hindex of 4, co-authored 7 publications receiving 26 citations. Previous affiliations of Behnam Mehrparvar include Amirkabir University of Technology.
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Performance-based semi-active control algorithm for protecting base isolated buildings from near-fault earthquakes
TL;DR: In this article, a semi-active skyhook control algorithm is proposed to improve the structural and nonstructural performance of a building for selected earthquakes in a base isolated building with respect to seven pairs of ground motion records.
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Efficiency of active systems in controlling base-isolated buildings subjected to near-fault earthquakes
TL;DR: In this article, the efficiency of active control systems in reducing the responses of base-isolated structures with various isolation parameters was investigated, and the design of hybrid control systems using base isolation and active systems were optimized in order to accomplish different design purposes.
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A new control algorithm to protect nonlinear base‐isolated structures against earthquakes
TL;DR: In this paper, a semi-active control algorithm based on the different performance levels anticipated from an isolated building during different levels of ground shaking was developed, and the proposed performance-based algorithm is based on a modified version of the well-known semiactive skyhook control algorithm.
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Experimental and Numerical Study of a New Proposed Seismic Isolator Using Steel Rings (SISR)
TL;DR: The seismic isolation technique is one of the most effective methods to control the seismic vibrations of structures by isolating them from the ground as mentioned in this paper, and it has been shown to be effective in many cases.
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Evaluation of IBC Equivalent Static Procedure for Base Shear Distribution of Seismic Isolated Structures
TL;DR: In this article, the results of equivalent lateral response procedure in parameters such as base shear and vertical distribution of base shears are compared with results obtained from dynamic nonlinear analysis and the efficiency and limitations of its application are investigated.