Cyclic shear resistance for seismic design, based on monotonic shear models in fib Model Code 2010 and in the 2018 draft of Eurocode 2-Reference-Cited by-同舟云学术

Cyclic shear resistance for seismic design, based on monotonic shear models in fib Model Code 2010 and in the 2018 draft of Eurocode 2

Published:2019-11-11 Issue:1 Volume:21 Page:129-150
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Biskinis Dionysis¹²,Fardis Michael N.²^ORCID

Affiliation:

1. Department of Civil Engineering University of the Peloponnese Patras Greece

2. Department of Civil Engineering University of Patras Patras Greece

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900037

Reference22 articles.

1. Capacity design: Early history

2. Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions;Kowalsky MJ;ACI Struct J,2000

3. MoehleJ LynnA ElwoodK SezenH. Gravity load collapse of building frames during earthquakes PEER report: 2nd US‐Japan workshop. Performance‐Based Design Methodology for Reinforced Concrete Building Structures; Pacific Earthq Eng Res.2001; Center Richmond CA: PEER.

4. fib. Model Code 2010. Bulletin 65/66;2012; Lausanne: Federation Internationale du Beton.

5. CEN/TC250/SC2. prEN January 1 1992:2018 Eurocode 2: Design of concrete structures – Part 1–1 final draft by SC2.T1 CEN/TC250 workprogramme under mandate M/515. Brussels: Comité Européenne de Normalisation;2018.

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