C
Christopher D. Stoakes
Researcher at University of Iowa
Publications - 12
Citations - 181
Christopher D. Stoakes is an academic researcher from University of Iowa. The author has contributed to research in topics: Braced frame & Flexural strength. The author has an hindex of 7, co-authored 12 publications receiving 151 citations. Previous affiliations of Christopher D. Stoakes include University of Illinois at Urbana–Champaign.
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Cyclic Flexural Testing of Concentrically Braced Frame Beam-Column Connections
TL;DR: In this paper, the cyclic flexural behavior and performance of concentrically braced frame beam-column connections were investigated in the context of evaluating the reserve lateral load-resisting capacity.
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Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions
TL;DR: In this article, a set of seven special concentrically braced frames (SCBFs), ranging from 9 to 30m tall with two to six tiers, located in a high seismic area was designed according to the 2010 AISC Seismic Provisions.
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Cyclic flexural analysis and behavior of beam-column connections with gusset plates
TL;DR: In this paper, the authors investigated the cyclic flexural behavior of double-angle concentrically braced frame beam-column connections using three-dimensional nonlinear finite element analysis.
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Strong-Axis Stability of Wide Flange Steel Columns in the Presence of Weak-Axis Flexure
TL;DR: In this paper, the authors consider column stability during seismic events in steel-framed structures and propose a seismic design for multitiered braced frames (MT-BFs).
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Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand
TL;DR: In this article, a seismic design strategy for steel structures is presented for single-story steel concentrically braced frames that are divided into two tiers, where columns are designed to resist the axial loads acting in combination with the in-plane flexural demand resulting from uneven distribution of brace inelastic deformations over the frame height.