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Salerno,G., Geremia, F., Pagano, E., Zampilli, M,, Ruggieri, N. & Stellacci, S. (2016). The Masonry timber framed load bearing structure of “Baraccato” system: A numerical model. In Cruz, H., Machado, J. S., Costa, A. C., Candeias, P. X., Ruggieri, N., and Catarino, J. M. (Ed.), Historical earthquake-resistant timber framing in the Mediterranean area. Lecture Notes in Civil Engineering. (pp. 205-213). Lisboa: Springer.

G. Salerno et al.,  "The Masonry timber framed load bearing structure of “Baraccato” system: A numerical model", in Historical earthquake-resistant timber framing in the Mediterranean area. Lecture Notes in Civil Engineering, Cruz, H., Machado, J. S., Costa, A. C., Candeias, P. X., Ruggieri, N., and Catarino, J. M., Ed., Lisboa, Springer, 2016, vol. 1, pp. 205-213

@inproceedings{salerno2016_1764927007673,
	author = "Salerno,G. and Geremia, F. and Pagano, E. and Zampilli, M, and Ruggieri, N. and Stellacci, S.",
	title = "The Masonry timber framed load bearing structure of “Baraccato” system: A numerical model",
	booktitle = "Historical earthquake-resistant timber framing in the Mediterranean area. Lecture Notes in Civil Engineering",
	year = "2016",
	editor = "Cruz, H., Machado, J. S., Costa, A. C., Candeias, P. X., Ruggieri, N., and Catarino, J. M.",
	volume = "1",
	number = "",
	series = "",
	doi = "10.1007/978-3-319-39492-3_17",
	pages = "205-213",
	publisher = "Springer",
	address = "Lisboa",
	organization = "LNEC",
	url = "https://link.springer.com/book/10.1007/978-3-319-39492-3"
}

TY  - CPAPER
TI  - The Masonry timber framed load bearing structure of “Baraccato” system: A numerical model
T2  - Historical earthquake-resistant timber framing in the Mediterranean area. Lecture Notes in Civil Engineering
VL  - 1
AU  - Salerno,G.
AU  - Geremia, F.
AU  - Pagano, E.
AU  - Zampilli, M,
AU  - Ruggieri, N.
AU  - Stellacci, S.
PY  - 2016
SP  - 205-213
DO  - 10.1007/978-3-319-39492-3_17
CY  - Lisboa
UR  - https://link.springer.com/book/10.1007/978-3-319-39492-3
AB  - In the modern scientific culture, the seismic vulnerability of the architectural heritage is estimated numerically and need mathematical models of the mechanical behaviour of masonry buildings. The constructive system of “baraccate” houses, whose spread andarchitectural and engineering values have been rediscovered recently, still needs mathematical models. In this piece of paper this first effort has been done for a wall from Palazzo Vescovile in Mileto. The comparison between the numerical results and some experimental tests encourages the research efforts to be continued.
ER  -