Preliminary Investigation of the Influence of Soil-Structure Interaction on the Nonlinear Dynamic Response of Steel MRFs with Dissipative Connections-Reference-Cited by-同舟云学术

Preliminary Investigation of the Influence of Soil-Structure Interaction on the Nonlinear Dynamic Response of Steel MRFs with Dissipative Connections

Published:2024 Issue: Volume: Page:867-879
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:en
Short-container-title:

Author:

Balaskas Georgios^ORCID,Amendola Chiara^ORCID,Don Rafaela^ORCID,Petridis Christos^ORCID,Vulcu Cristian^ORCID,Apostolaki Stefania^ORCID,Pitilakis Dimitris^ORCID,Hoffmeister Benno^ORCID

Publisher

Springer Nature Switzerland

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-62884-9_76

Reference18 articles.

1. Tartaglia, R., D’Aniello, M., Rassati, G.A.: Proposal of AISC-compliant seismic design criteria for ductile partially-restrained end-plate bolted joints. J. Constr. Steel Res. 159(2019), 364–383 (2019)

2. prEN 1998-1-2: Design of structures for earthquake resistance – Part 1-2: Earthquake resistance design of structures. CEN, Brussels (2023)

3. Don, R., Balaskas, G., Vulcu, C., Hoffmeister, B.: Nonlinear response of a steel moment-resisting frame with dissipative connections. In: Proceedings 11th Conference Behavior of Steel Structures in Seismic Areas (2024, in press)

4. Don, R., Balaskas, G., Vulcu, C., Hoffmeister, B.: Steel and composite joints with dissipative connections for MRFs in moderate seismicity – experimental and numerical programs. Steel Constr. 16(1), 31–43 (2023)

5. Balaskas, G., Don, R., Vulcu, C., Hoffmeister, B.: Full-scale steel moment-resisting frame with dissipative bolted connections under monotonic loads: experimental versus numerical results. Eurosteel 2023, ce papers 6(3–4), 1362–1367 (2023)