Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Impact & Dynamics Vol. 16, No. 61 (2022)

Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load

Author and affiliation details
  • Patrick Oliveira Batista da Costa Corresponding author Federal University of Rio Grande do Sul - UFRGS, Brazil ORCID iD0000-0002-2703-9875 patrick.costa@ufrgs.br
  • Rúbia Mara Bosse Federal Technological University of Paraná - UTFPR
  • Gustavo de Miranda Saleme Gidrão Federal Technological University of Paraná - UTFPR
DOI
10.3221/IGF-ESIS.61.07
Pages
108-118
Published
Licence
CC BY 4.0

Abstract

According to the research conducted, the asymmetric multi-storey buildings are complex and suffer from severe damage caused by increased torsional response. This paper addresses the behavior assessment of setback building with irregularity in the plan under severe seismic event such as Kobe earthquake. Using three-dimensional model, the structure is subjected to seismic waves in the three directions through ground accelerations. Nonlinear dynamic procedures have been used by means time-history analysis method. The mechanical model describes physical nonlinear behavior with damage and plasticity showing the regions of cracking propagation, mainly the columns-beams connections and the whole column as well, corroborating the weak column and strong beam concept. The slabs did not present significant failures despite indicating damage regions on the borders of the first floors.

Keywords

Article history

  1. ReceivedUntil the next stage: 92 days
  2. RevisedUntil the next stage: 16 days
  3. AcceptedUntil the next stage: 72 days
  4. Published

Statements

Funding

CAPES; CNPq

How to cite

APA

Oliveira Batista da Costa, P., Bosse, R. M., & Gidrão, G. D. M. S. (2022). Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load. Fracture and Structural Integrity, 16(61), 108–118. https://doi.org/10.3221/IGF-ESIS.61.07

IEEE

P. Oliveira Batista da Costa, R. M. Bosse, and G. D. M. S. Gidrão, “Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load,” Fracture and Structural Integrity, vol. 16, no. 61, pp. 108–118, 2022, doi: 10.3221/IGF-ESIS.61.07.

MLA

Oliveira Batista da Costa, Patrick, et al. “Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load.” Fracture and Structural Integrity, vol. 16, no. 61, 2022, pp. 108–118. https://doi.org/10.3221/IGF-ESIS.61.07.

Chicago

Oliveira Batista da Costa, Patrick, Rúbia Mara Bosse, and Gustavo de Miranda Saleme Gidrão. 2022. “Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load.” Fracture and Structural Integrity 16 (61): 108–118. https://doi.org/10.3221/IGF-ESIS.61.07.

Harvard

Oliveira Batista da Costa, P., Bosse, R.M. and Gidrão, G.D.M.S. (2022) ‘Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load’, Fracture and Structural Integrity, 16(61), pp. 108–118. doi: 10.3221/IGF-ESIS.61.07.

Vancouver

Oliveira Batista da Costa P, Bosse RM, Gidrão GDMS. Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load. Fracture and Structural Integrity. 2022;16(61):108-118. doi:10.3221/IGF-ESIS.61.07

BibTeX

@article{oliveirabatistadacosta2022, author = {Oliveira Batista da Costa, Patrick and Bosse, Rúbia Mara and Gidrão, Gustavo de Miranda Saleme}, title = {Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load}, journal = {Fracture and Structural Integrity}, year = {2022}, volume = {16}, number = {61}, pages = {108--118}, doi = {10.3221/IGF-ESIS.61.07}, url = {https://doi.org/10.3221/IGF-ESIS.61.07}, issn = {1971-8993} }

RIS

TY - JOUR AU - Oliveira Batista da Costa, Patrick AU - Bosse, Rúbia Mara AU - Gidrão, Gustavo de Miranda Saleme TI - Behavior assessment of asymmetrical building with concrete damage plasticity (CDP) under seismic load JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2022 DA - 2022/06/19 VL - 16 IS - 61 SP - 108 EP - 118 DO - 10.3221/IGF-ESIS.61.07 UR - https://doi.org/10.3221/IGF-ESIS.61.07 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2022 Patrick Oliveira Batista da Costa, Rúbia Mara Bosse, Gustavo de Miranda Saleme Gidrão.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

Open Access Statement

Fracture and Structural Integrity (F&SI) is an open-access journal which means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles in this journal without asking prior permission from the publisher or the author. This is in accordance with the DOAI definition of open access.

F&SI operates under the Creative Commons Licence Attribution 4.0 International (CC-BY 4.0). This allows to copy and redistribute the material in any medium or format, to remix, transform and build upon the material for any purpose, even commercially, but giving appropriate credit, providing a link to the license, and indicating if changes were made.