Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 12, No. 43 (2018)

Structural behaviour of masonry arch with no-horizontal springing settlement

Author and affiliation details
  • P. Zampieri Corresponding author Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo, 9 - 35131 Padova, Italy ORCID iD0000-0002-4556-5043 paolo.zampieri@dicea.unipd.it
  • N. Simoncello Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo, 9 - 35131 Padova, Italy
  • C. Pellegrino Department of Civil, Environmental and Architectural Engineering, University of Padova, Via Marzolo, 9 - 35131 Padova, Italy
DOI
10.3221/IGF-ESIS.43.14
Pages
Pages 182-190
Published
Published inVol. 12, No. 43 (2018)Go to the issue

Abstract

This paper presents a calculation procedure for assessing the structural integrity of a masonry arch with non-horizontal springing settlement. By applying the Principle of Virtual Work (PVW) to the deformed arch system, the procedure proposed herein details the reaction forces and thrust lines for each step of imposed settlement of the support. The procedure can also be used estimate the final displacement that causes complete failure of arch structural capacity. The results of the analysis procedure were compared against those obtained by experimental testing so as to validate the proposed calculation method.

Keywords

How to cite

APA

Zampieri, P., Simoncello, N., & Pellegrino, C. (2017). Structural behaviour of masonry arch with no-horizontal springing settlement. Fracture and Structural Integrity, 12(43), Pages 182–190. https://doi.org/10.3221/IGF-ESIS.43.14

IEEE

P. Zampieri, N. Simoncello, and C. Pellegrino, “Structural behaviour of masonry arch with no-horizontal springing settlement,” Fracture and Structural Integrity, vol. 12, no. 43, pp. Pages 182–190, 2017, doi: 10.3221/IGF-ESIS.43.14.

MLA

Zampieri, P., et al. “Structural behaviour of masonry arch with no-horizontal springing settlement.” Fracture and Structural Integrity, vol. 12, no. 43, 2017, pp. Pages 182–190. https://doi.org/10.3221/IGF-ESIS.43.14.

Chicago

Zampieri, P., N. Simoncello, and C. Pellegrino. 2017. “Structural behaviour of masonry arch with no-horizontal springing settlement.” Fracture and Structural Integrity 12 (43): Pages 182–190. https://doi.org/10.3221/IGF-ESIS.43.14.

Harvard

Zampieri, P., Simoncello, N. and Pellegrino, C. (2017) ‘Structural behaviour of masonry arch with no-horizontal springing settlement’, Fracture and Structural Integrity, 12(43), pp. Pages 182–190. doi: 10.3221/IGF-ESIS.43.14.

Vancouver

Zampieri P, Simoncello N, Pellegrino C. Structural behaviour of masonry arch with no-horizontal springing settlement. Fracture and Structural Integrity. 2017;12(43):Pages 182-190. doi:10.3221/IGF-ESIS.43.14

BibTeX

@article{zampieri2017, author = {Zampieri, P. and Simoncello, N. and Pellegrino, C.}, title = {Structural behaviour of masonry arch with no-horizontal springing settlement}, journal = {Fracture and Structural Integrity}, year = {2017}, volume = {12}, number = {43}, pages = {Pages 182--190}, doi = {10.3221/IGF-ESIS.43.14}, url = {https://doi.org/10.3221/IGF-ESIS.43.14}, issn = {1971-8993} }

RIS

TY - JOUR AU - Zampieri, P. AU - Simoncello, N. AU - Pellegrino, C. TI - Structural behaviour of masonry arch with no-horizontal springing settlement JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2017 DA - 2017/12/29 VL - 12 IS - 43 SP - Pages 182 EP - 190 DO - 10.3221/IGF-ESIS.43.14 UR - https://doi.org/10.3221/IGF-ESIS.43.14 SN - 1971-8993 ER -

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