Zobrazeno 1 - 10
of 91
pro vyhledávání: '"Luigino Dezi"'
Autor:
Raoul Davide Innocenzi, Vanni Nicoletti, Davide Arezzo, Sandro Carbonari, Fabrizio Gara, Luigino Dezi
Publikováno v:
Applied Sciences, Vol 12, Iss 7, p 3547 (2022)
This paper presents the results and interpretations of static and dynamic tests that were executed on a newly built cable-stayed steel-concrete composite bridge during the final proof testing. A brief description of the structure, the testing methodo
Externí odkaz:
https://doaj.org/article/1507753a6c1347d1a0b4487590473956
Publikováno v:
Applied Sciences, Vol 11, Iss 2, p 568 (2021)
This paper presents finite elements for a higher order steel–concrete composite beam model developed for the analysis of bridge decks. The model accounts for the slab–girder partial interaction, the overall shear deformability, and the shear-lag
Externí odkaz:
https://doaj.org/article/271432579642461b8f0682be875a82d3
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
This paper deals with the seismic retrofit of existing frames by means of external passive dissipative systems. Available in different configurations, these systems allow high flexibility in controlling the structural behaviour and are characterized
Externí odkaz:
https://doaj.org/article/ee2a44cdcbe645fe874fae704961dc02
Autor:
Raoul Davide Innocenzi, Giandomenico Massa, Vanni Nicoletti, Sandro Carbonari, Fabrizio Gara, Luigino Dezi
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030918767
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9be9c1768a3ffc0d7a9cd96e565b7daa
https://doi.org/10.1007/978-3-030-91877-4_76
https://doi.org/10.1007/978-3-030-91877-4_76
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030918767
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19309daa79ca4f48fe9624fe52131871
https://doi.org/10.1007/978-3-030-91877-4_75
https://doi.org/10.1007/978-3-030-91877-4_75
Publikováno v:
Journal of Structural Engineering. 147
The paper deals with the dynamic characterization of a reinforced concrete (RC) frame school building in central Italy before and after the seismic retrofitting, obtained by coupling the bu...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1226f35949de5b771ac75100e7bcfc13
https://doi.org/10.1061/(asce)st.1943-541x.0002865
https://doi.org/10.1061/(asce)st.1943-541x.0002865
Autor:
Gianluca Ranzi, Raymond Ian Gilbert, Graziano Leoni, Luigino Dezi, Alejandro Pérez Caldentey, Javier Jordán, John Hewitt, Roberto Leon, Marion Rauch
This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2bc43d6dd22cbba07238ae4b225d6726
http://hdl.handle.net/11581/453380
http://hdl.handle.net/11581/453380
Autor:
Yuyin Wang, Graziano Leoni, Gianluca Ranzi, Alejandro Pérez Caldentey, Marion Rauch, Roberto Leon, John Hewitt, Luigino Dezi, Javier Jordán, Raymond Ian Gilbert, Yue Geng
This chapter deals with the long-term behaviour of composite members and structures used for building and bridge applications and provides a review of the relevant international serviceability limit state design methodologies, with particular focus g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ecd0e81acb9fd863a11b8942efa5d122
http://hdl.handle.net/11581/453386
http://hdl.handle.net/11581/453386
This chapter provides an overview of the work carried out to date on the long-term behaviour of composite steel-concrete beams. In the first part of the chapter, a description of the components forming a composite member is presented. This is followe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::de413d20b5499944cbe492882c15e3d7
https://doi.org/10.2749/sed018.ch4
https://doi.org/10.2749/sed018.ch4
Publikováno v:
Applied Sciences, Vol 11, Iss 568, p 568 (2021)
Applied Sciences
Volume 11
Issue 2
Applied Sciences
Volume 11
Issue 2
This paper presents finite elements for a higher order steel&ndash
concrete composite beam model developed for the analysis of bridge decks. The model accounts for the slab&ndash
girder partial interaction, the overall shear deformability,
concrete composite beam model developed for the analysis of bridge decks. The model accounts for the slab&ndash
girder partial interaction, the overall shear deformability,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa4a598fb0d3f5ce4fe9048b09beb8d6
https://www.mdpi.com/2076-3417/11/2/568
https://www.mdpi.com/2076-3417/11/2/568