STRUCTURAL CHARACTERISTICS OF ECCENTRIC K-BRACED FRAMES
Author:
Affiliation:
1. Tokyo Institute of Technology
2. Nikken Sekkei Ltd
3. Takenaka Technical Research Laboratory
Publisher
Architectural Institute of Japan
Link
https://www.jstage.jst.go.jp/article/aijsaxx/195/0/195_KJ00003749953/_pdf
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1. Study on Seismic Behavior of Different Forms of Eccentrically Braced Steel Frames;Buildings;2024-07-05
2. Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16;Journal of Structural Engineering;2024-05
3. Seismic Performance of Steel Buildings with Eccentrically Braced Frame Systems with Different Configurations;Buildings;2024-01-02
4. Proposed Design Guidelines for EBFs Designed with Cast Steel Replaceable Modular Yielding Links;Lecture Notes in Civil Engineering;2024
5. Axial Load Effects on the Response of Yielding Links in Eccentrically Braced Frames;Lecture Notes in Civil Engineering;2024
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