Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses-Reference-Cited by-同舟云学术

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Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses

Published:2023-09 Issue: Volume:172 Page:107970
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Barbagallo Francesca^ORCID,Di Domenico Mariano,Terrenzi Marco^ORCID,Cantagallo Cristina^ORCID,Marino Edoardo Michele^ORCID,Ricci Paolo^ORCID,Verderame Gerardo Mario,Camata Guido,Spacone Enrico

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference38 articles.

1. Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. Pacific earthquake engineering research center PEER;Haselton,2008

2. Hysteretic models that incorporate strength and stiffness deterioration;Ibarra;Engineering and Structural Dynamics,2005

3. Modelling techniques for the seismic assessment of existing Italian RC frame structures;O'Reilly;J Earthq Eng,2019

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Resilience Evaluation of Reinforced Concrete Frame Considering the Effect of Mainshock-Aftershock Sequences;Applied Sciences;2023-11-23

2. Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures;Soil Dynamics and Earthquake Engineering;2023-10

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