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Andre Filiatrault
Researcher at University at Buffalo
Publications - 215
Citations - 6149
Andre Filiatrault is an academic researcher from University at Buffalo. The author has contributed to research in topics: Seismic analysis & Earthquake shaking table. The author has an hindex of 36, co-authored 208 publications receiving 5182 citations. Previous affiliations of Andre Filiatrault include École Polytechnique & State University of New York System.
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Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames
TL;DR: In this article, the seismic performance of a posttensioned energy dissipating (PTED) connection for steel frames is investigated analytically and experimentally, and a simple design procedure for PTED connections is described.
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Cyclic Analysis of Wood Shear Walls
Bryan Folz,Andre Filiatrault +1 more
TL;DR: In this paper, a simple numerical model to predict the load-displacement response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented.
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Seismic response of self‐centring hysteretic SDOF systems
TL;DR: In this paper, the seismic response of single-degree-of-freedom (SDOF) systems incorporating flag-shaped hysteretic structural behavior, with self-centring capability, is investigated numerically.
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Performance of steel structures during the 1994 Northridge earthquake
TL;DR: In this paper, the performance of concentrically braced steel frames and moment resisting steel frames during the 1994 Northridge, California, earthquake was examined, and most of the observations made were made during the earthquake.
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Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering
TL;DR: In this article, a review of the seismic design and analysis of nonstructural building components, identifying major knowledge gaps that will need to be filled by future research, is presented, and considering recent trends in earthquake engineering, the authors explore how performance-based seismic design might be conceived for non-structural components, drawing on recent developments made in the field of seismic design.