Failure analysis of welded steel moment frames damaged in the Northridge Earthquake-Reference-Cited by-同舟云学术

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Failure analysis of welded steel moment frames damaged in the Northridge Earthquake

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Author:

Kaufmann Eric J,Fisher John W,Julio Roger M Di Jr,Gross John L

Funder

National Institute of Standards and Technology

Publisher

National Institute of Standards and Technology

Cited by 24 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Performance Assessment of Retrofitted Drilled Connections Subjected to Ultra-Low Cycle Fatigue Loading;Journal of Earthquake Engineering;2024-03-07

2. Fracture Behavior of Structural Steels under Earthquake Dynamic Loadings;Civil Engineering;2024-02-21

3. Seismic Response of a Large-Scale Steel Structure with Dissipative Double Split Tee Connections;Lecture Notes in Civil Engineering;2022

4. Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections;ce/papers;2021-09

5. Pseudo‐dynamic testing of a full‐scale two‐storey steel building with FREEDAM connections;ce/papers;2021-09

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