Cyclic shear resistance model for Eurocode 8 consistent with the second-generation Eurocode 2-Reference-Cited by-同舟云学术

Cyclic shear resistance model for Eurocode 8 consistent with the second-generation Eurocode 2

Published:2020-02-28 Issue:6 Volume:18 Page:2891-2915
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Biskinis Dionysis,Fardis Michael N.^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s10518-020-00807-1.pdf

Reference20 articles.

1. Biskinis D, Fardis MN (2020) Cyclic shear resistance for seismic design, based on monotonic shear models in fib Model Code 2010 and in the 2018 draft of Eurocode 2. Struct Concr 21:43. https://doi.org/10.1002/suco.201900037

2. Biskinis D, Roupakias GK, Fardis MN (2004) Degradation of shear strength of RC members with inelastic cyclic displacements. ACI Struct J 101(6):773–783

3. CEB (1978) International system for unified standard codes of practice for structures. Vol. I: common unified rules for different types of construction and material; vol. II: CEB-FIP Model Code for concrete structures. Bulletins No. 124/125. Comite Euro-international du Beton, Paris

4. CEB (1985) CEB Model Code for seismic design of concrete structures. Bulletin No. 165. Comite Euro-international du Beton. Lausanne

5. CEB (1991) CEB-FIP Model Code 1990—final draft. Bulletins No. 203/204/205. Comite Euro-international du Beton, Lausanne

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