Seismic performance of a steel moment frame subassembly tested from the onset of damage through collapse

Author:

Del Carpio R. Maikol12,Mosqueda Gilberto3,Lignos Dimitrios G.4

Affiliation:

1. KPFF Consulting Engineers Los Angeles CA 90045 USA

2. University at Buffalo Graduate Student Buffalo NY 14260 USA

3. Department of Structural Engineering University of California San Diego CA 92093 USA

4. Department of Architecture, Civil and Environmental Engineering école Polytechnique, Fédérale de Lausanne (EPFL) Lausanne Switzerland

Funder

National Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Cited by 11 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. Shake-Table Collapse Tests of a Reduced-Scale, 4-Story Steel Moment-Resisting Frame;Lecture Notes in Civil Engineering;2024

2. Backbone curve variations on steel building seismic response;Earthquake Spectra;2023-06-02

3. Seismic Collapse Safety of 3D Steel Moment Frames Supported on Two Ground Levels;International Journal of Structural Stability and Dynamics;2022-03-16

4. Proposed nonlinear macro‐model for seismic risk assessment of composite‐steel moment resisting frames;Earthquake Engineering & Structural Dynamics;2022-02-23

5. Development of Inelastic Panel Zone Database;Journal of Structural Engineering;2021-04

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