Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Design of Civil Environmental Engineering Vol. 13, No. 48 (2019)

Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings

Author and affiliation details
DOI
10.3221/IGF-ESIS.48.66
Pages
706-739
Published
Published inVol. 13, No. 48 (2019)Go to the issue

Abstract

 

The seismic rehabilitation of existing r.c. and masonry buildings is a topical issue in Civil Engineering. A useful technique consists in the introduction of external bracing system. This kind of intervention can be improved throughout the introduction of dissipative links, here investigated with the help of some examples.. The links are made of common steel profiles: length, geometry and its disposition are considered as design parameters. A general procedure of link-bracing optimization is proposed applying a set of identical external restraints . The adopted dissipative links consent a cheaper and effective design both in terms of ULS than in DLS: the damages are addressed in a small area permitting an easy replacement of the links in case of earthquake.   

Keywords

Article history

  1. ReceivedUntil the next stage: 6 days
  2. Revision requestedUntil the next stage: 26 days
  3. AcceptedUntil the next stage: 9 days
  4. Published

How to cite

APA

Puppio, M. L., & Ferrini, M. (2019). Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings. Fracture and Structural Integrity, 13(48), 706–739. https://doi.org/10.3221/IGF-ESIS.48.66

IEEE

M. L. Puppio and M. Ferrini, “Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings,” Fracture and Structural Integrity, vol. 13, no. 48, pp. 706–739, 2019, doi: 10.3221/IGF-ESIS.48.66.

MLA

Puppio, Mario Lucio, and Martina Ferrini. “Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings.” Fracture and Structural Integrity, vol. 13, no. 48, 2019, pp. 706–739. https://doi.org/10.3221/IGF-ESIS.48.66.

Chicago

Puppio, Mario Lucio, and Martina Ferrini. 2019. “Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings.” Fracture and Structural Integrity 13 (48): 706–739. https://doi.org/10.3221/IGF-ESIS.48.66.

Harvard

Puppio, M.L. and Ferrini, M. (2019) ‘Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings’, Fracture and Structural Integrity, 13(48), pp. 706–739. doi: 10.3221/IGF-ESIS.48.66.

Vancouver

Puppio ML, Ferrini M. Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings. Fracture and Structural Integrity. 2019;13(48):706-739. doi:10.3221/IGF-ESIS.48.66

BibTeX

@article{puppio2019, author = {Puppio, Mario Lucio and Ferrini, Martina}, title = {Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {13}, number = {48}, pages = {706--739}, doi = {10.3221/IGF-ESIS.48.66}, url = {https://doi.org/10.3221/IGF-ESIS.48.66}, issn = {1971-8993} }

RIS

TY - JOUR AU - Puppio, Mario Lucio AU - Ferrini, Martina TI - Parametric analysis on external dissipative link system for seismic protection of low rise r.c. buildings JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/03/13 VL - 13 IS - 48 SP - 706 EP - 739 DO - 10.3221/IGF-ESIS.48.66 UR - https://doi.org/10.3221/IGF-ESIS.48.66 SN - 1971-8993 ER -

Licence

Copyright © 2019 Mario Lucio Puppio, Martina Ferrini.

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