Effective Nonlinear Simulations of RC Columns with Force-Based Elements-Reference-Cited by-同舟云学术

Effective Nonlinear Simulations of RC Columns with Force-Based Elements

Published:2022-01-18 Issue:2 Volume:27 Page:340-361
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Pozo Juan D.¹²,Hube Matías A.³,Kurama Yahya C.²

Affiliation:

1. Department of Structural and Geotechnical Engineering, Pontificia Universidad Católica De Chile, Santiago, Chile

2. Department of Civil and Environmental Engineering and Earth Sciences, University of Notre Dame, Notre Dame, IN, USA

3. Department of Structural and Geotechnical Engineering, Pontificia Universidad Católica de Chile and Research Center for Integrated Disaster Risk Management (CIGIDEN) ANID/FONDAP/15110017, Santiago, Chile

Funder

Fondo de Financiamiento de Centros de Investigación en Áreas Prioritarias

ANID Doctorado Nacional

Fondo Nacional de Desarrollo Científico y Tecnológico

Publisher

Informa UK Limited

Subject

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

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.2001395

Reference61 articles.

1. A regularized force-based beam element with a damage–plastic section constitutive law

2. Modelling Approaches for Inelastic Behaviour of RC Walls: Multi-level Assessment and Dependability of Results

3. Adaptive force-based frame element for regularized softening response

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