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Yunfeng Zhang

Researcher at University of Maryland, College Park

Publications -  94
Citations -  3548

Yunfeng Zhang is an academic researcher from University of Maryland, College Park. The author has contributed to research in topics: Structural health monitoring & Braced frame. The author has an hindex of 23, co-authored 86 publications receiving 2315 citations. Previous affiliations of Yunfeng Zhang include California Institute of Technology & Tongji University.

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AI Fairness 360: An Extensible Toolkit for Detecting, Understanding, and Mitigating Unwanted Algorithmic Bias

TL;DR: A new open source Python toolkit for algorithmic fairness, AI Fairness 360 (AIF360), released under an Apache v2.0 license to help facilitate the transition of fairness research algorithms to use in an industrial setting and to provide a common framework for fairness researchers to share and evaluate algorithms.
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AI Fairness 360: An extensible toolkit for detecting and mitigating algorithmic bias

TL;DR: A new open-source Python toolkit for algorithmic fairness, AI Fairness 360 (AIF360), released under an Apache v2.0 license, to help facilitate the transition of fairness research algorithms for use in an industrial setting and to provide a common framework for fairness researchers to share and evaluate algorithms.
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Seismic analysis of concentrically braced frame systems with self-centering friction damping braces

TL;DR: In this article, a self-centering friction damping brace (SFDB) is proposed for use in seismic-resistant concentrically braced frame (CBF) systems.
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One Explanation Does Not Fit All: A Toolkit and Taxonomy of AI Explainability Techniques

TL;DR: This work introduces AI Explainability 360, an open-source software toolkit featuring eight diverse and state-of-the-art explainability methods and two evaluation metrics, and provides a taxonomy to help entities requiring explanations to navigate the space of explanation methods.
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Seismic behaviour of self-centring braced frame buildings with reusable hysteretic damping brace

TL;DR: In this paper, the seismic behavior of a concentrically braced frame system with self-centring capability, in which a special type of bracing element termed reusable hysteretic damping brace (RHDB) is used.