A low-cycle fatigue approach to predicting shear strength degradation in RC joints subjected to seismic actions

Author:

Lima CarmineORCID,Martinelli EnzoORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference45 articles.

1. Adibi M, Marefat MS, Allahvirdizadeh R (2018) Nonlinear modeling of cyclic response of RC beam-column joints reinforced by plain bars. Bull Earthq Eng 16:5529–5556

2. Bathias C, Pineau A (2010) Fatigue of materials and structures. Fundamentals. Wiley, Hoboken. ISBN 978-1-84821-051-6

3. CEN “European Committee for Standardization” (2004) Eurocode 8: design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. EN 1998-1

4. Chalioris CE, Favvata MJ, Karayannis CG (2008) Reinforced concrete beam-column joints with crossed-inclined bars under cyclic deformations. Earthq Eng Struct Dyn 37:881–897. https://doi.org/10.1002/eqe.793

5. Chun SC, Kim DY (2004) Evaluation of mechanical anchorage of reinforcement by exterior beam-column joint experiments. In: 13th world conference on earthquake engineering, August 1–6, 2004; Paper no. 0326, Vancouver

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