Anchor‐yield exposed column bases for minimizing residual deformations in seismic‐resistant steel moment frames
Author:
Affiliation:
1. École Polytechnique Fédérale de Lausanne (EPFL) Lausanne Switzerland
2. Swiss Re Zurich Switzerland
Funder
Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3392
Reference70 articles.
1. SuzukiY LignosDG.Large Scale Collapse Experiments of Wide Flange Steel Beam‐Columns. Proceedings of the 8th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA);2015; Shanghai China.
2. Observations from cyclic tests on deep, wide‐flange beam‐columns;Ozkula G;Eng J,2017
3. Full-Scale Testing of Deep Wide-Flange Steel Columns under Multiaxis Cyclic Loading: Loading Sequence, Boundary Effects, and Lateral Stability Bracing Force Demands
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