Envisioning Transitions. Bodies, buildings, and boundaries

Publikováno v: A cura di: Trentin, Annalisa (2023) Envisioning Transitions. Bodies, buildings, and boundaries. Bologna: Department of Architecture, p. 162. ISBN 9788854971141. DOI 10.6092/unibo/amsacta/7324 .

“Transition” is the dynamic process of changing state, going beyond, crossing over, and passing from one point to the next. The signification of the word is close to that of evolution, modification, mutation, and transformation, all of which are

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od_________3::b2e4763eddd05fcf9fd1804b3da2f3a4
https://amsacta.unibo.it/id/eprint/7324/

LOCAL SITE SEISMIC RESPONSE IN AN INTER-ANDEAN VALLEY: GEOTECHNICAL CHARACTERIZATION AND SEISMIC AMPLIFICATION ZONATION OF THE SOUTHERN QUITO AREA

Autor: ALBUJA SANCHEZ, JORGE DAVID

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3709::15b136c1417fde88a55f63d8857e8940
https://hdl.handle.net/11392/2505171

3D non-linear modelling of soil-structure interaction of masonry towers in dynamic conditions. = Modellazione tridimensionale non-lineare dell’interazione terreno-struttura di torri in muratura in condizioni dinamiche

Autor: D'Oria, Aldo Fabio

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3979::98dace379f89cd53f9008a8d1c33cd15
https://hdl.handle.net/11589/248640

Numerical Study of Uplift Induced Levee Failure for the Design of a Centrifuge Test

Autor: Veronica Girardi, Elena Dodaro, Roberta Ventini, Marianna Pirone, Carmine Gerardo Gragnano, Daniela Giretti, Francesco Zarattini, Fabio Gabrieli

Publikováno v: Lecture Notes in Civil Engineering ISBN: 9783031201714

In geotechnical engineering, physical and numerical models seek to shed light on multiphase phenomena that threaten earth structure stability. This is the case of river levees: when subjected to non-ordinary hydraulic loads, local and global failures

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::18d2b8e484375528927df532307152b0
https://hdl.handle.net/11588/922046

Il ruolo della facies sulla resistenza a taglio di argille estremamente consistenti

Autor: Rosone, M., Ferrari, A., Ziccarelli, M., Giger S. B.

L’Opalinus Clay Shale è la formazione che ospiterà il deposito profondo di scorie radioattive di alta attività in Svizzera. A causa della sua composizione fortemente eterogenea, tale materiale è stato classificato in diverse facies. Inoltre, es

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=od______3658::c2d16f46d270ec0418bdc50cd4201730
http://hdl.handle.net/10447/565143