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Anil K. Agrawal
Researcher at City University of New York
Publications - 155
Citations - 4806
Anil K. Agrawal is an academic researcher from City University of New York. The author has contributed to research in topics: Damper & Control theory. The author has an hindex of 38, co-authored 155 publications receiving 4164 citations. Previous affiliations of Anil K. Agrawal include University of California, Irvine & URS Corporation.
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Benchmark problem for response control of wind-excited tall buildings
TL;DR: In this paper, an overview and problem definition of a benchmark problem for the response control of wind-excited tall buildings is presented, where either active, semi-active or passive control systems can be installed in the building to reduce the wind response, although only an active control sample problem has been worked out to illustrate the control design.
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Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes
Jann N. Yang,Anil K. Agrawal +1 more
TL;DR: In this paper, the safety performances of various types of hybrid control systems for nonlinear buildings against near-field earthquakes are presented. But, the safety performance of the base isolation system alone cannot ensure the safety of building structures.
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Benchmark Problem for Response Control of Wind-Excited Tall Buildings
TL;DR: In this article, an overview and problem definition of a benchmark problem for response control of wind-excited tall buildings is presented, where the building considered is a 76-story 306 m concrete office tower proposed for the city of Melbourne, Australia.
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Sliding Mode Control for Nonlinear and Hysteretic Structures
TL;DR: In this paper, a sliding mode control method for nonlinear and hysteretic civil engineering structures is presented. But the authors focus on continuous sliding modes that do not have possible chattering effects.
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Deterioration Rates of Typical Bridge Elements in New York
TL;DR: In this paper, an approach based on the Weibull distribution was described to calculate the deterioration rates of typical bridge elements in New York State using historical bridge inspection data and compares the results with those using the traditionally used Markov chains approach.