Full‐Scale Steel Moment‐Resisting Frame with Dissipative Bolted Connections under Monotonic Loads: Experimental versus Numerical Results
| Author(s): |
Georgios Balaskas
(RWTH‐Aachen University, Center for Wind and Earthquake Engineering Aachen Germany)
Rafaela Don (RWTH‐Aachen University, Center for Wind and Earthquake Engineering Aachen Germany) Cristian Vulcu (RWTH‐Aachen University, Center for Wind and Earthquake Engineering Aachen Germany) Benno Hoffmeister (RWTH‐Aachen University, Center for Wind and Earthquake Engineering Aachen Germany) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, September 2023, n. 3-4, v. 6 |
| Page(s): | 1362-1367 |
| DOI: | 10.1002/cepa.2251 |
- About this
data sheet - Reference-ID
10766853 - Published on:
17/04/2024 - Last updated on:
17/04/2024
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