Cyclic behavior of dual-steel beam-to-column welded flange-bolted web connections

Cyclic loading tests on dual-steel beam-to-column welded flange-bolted web connections were conducted to quantify their moment resistance, plastic deformation and energy dissipation capacities. The test program consisted of five one-sided connection specimens, where Q355 grade beams and Q690 grade c...
Ausführliche Beschreibung

Gespeichert in:
Autor*in:

Hu, Fangxin [verfasserIn]

Wang, Zhan [verfasserIn]

Format:

E-Artikel

Sprache:

Englisch

Erschienen:

2023

Schlagwörter:

High-strength steel

Dual-steel

Beam-to-column connection

Welded flange-bolted web connection

Cyclic

Experiment

Übergeordnetes Werk:

Enthalten in: Thin-walled structures - Amsterdam [u.a.] : Elsevier Science, 1983, 195

Übergeordnetes Werk:

volume:195

DOI / URN:

10.1016/j.tws.2023.111452

Katalog-ID:

ELV066501474

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