Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections-Reference-Cited by-同舟云学术

Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections

Published:2021-09 Issue:2-4 Volume:4 Page:2285-2294
ISSN:2509-7075
Container-title:ce/papers
language:en
Short-container-title:ce papers

Author:

Di Benedetto Sabatino¹,Francavilla Antonella Bianca¹,Latour Massimo¹,Cavallaro Giovanni Ferrante¹,Piluso Vincenzo¹,Rizzano Gianvittorio¹

Affiliation:

1. Università degli Studi di Salerno Italy

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1551

Reference32 articles.

1. Theory and Design of Seismic Resistant Steel Frames

2. Kaufmann E. J.;Fisher J. W.;DiJulio R. M.;GrossJ. L.(1997)Failure analysis of welded steel moment frames damaged in the Northridge earthquake. In (2nd edn) NISTIR 5944 National Institute of Standards and Technology Gaithersburg MD.

3. SAC2000b Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment‐Frame Buildings prepared by the SAC Joint Venture for the Federal Emergency Management Agency Report No. FEMA‐351 Washington D. C.

4. Plumier A.(1990)New Idea for Safe Structures in Seismic Zones Proc. Symposium of Mixed Structures Including New Materials pp.431–436 IABSE Brussels Belgium.

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