Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Otello, Bergamo"'
Experimental Investigation for Degradation Analysis of an RC Italian Viaduct and Retrofitting Design
Autor:
Otello Bergamo, Giuseppe Campione
Publikováno v:
Practice Periodical on Structural Design and Construction. 25
The degradation state of RC bridge structures is one of the most important and difficult aspects to be interpreted. For these structures, structural analysis using FEM requires a reliable d...
Publikováno v:
International Journal of Civil Engineering. 16:807-822
This paper provides useful information about a passive method, usually applied on soils, for defining the frequencies of most infrastructures. Today, the eigen-frequency determination is one of the most significant and binding requirement aspects, es
A Tourist Territory Between the Lagoon and the Sea: A Strategy for a Dynamic and Lasting Development
Autor:
Otello Bergamo
Publikováno v:
Strategic Environmental Assessment and Urban Planning ISBN: 9783030461799
The essay deals with the analysis of the city of Jesolo, as a territorial area with a high tourist vocation characterized by particular geographical areas with high environmental and landscape quality. A sustainable tourism development strategy is id
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e29d700bb2e57f1566401ce1081d9cc
https://doi.org/10.1007/978-3-030-46180-5_8
https://doi.org/10.1007/978-3-030-46180-5_8
Autor:
Otello Bergamo
Publikováno v:
AIP Conference Proceedings.
The recent collapse on 14/08/2008 of the Morandi bridge in Genoa highlighted the need for continuous monitoring and restoration of strategic works, with reference also to the new DM 2018, to European and world standards. This paper presents a new mon
Publikováno v:
Engineering structures 160 (2018): 554–565. doi:10.1016/j.engstruct.2018.01.046.
info:cnr-pdr/source/autori:Silvia Bersan, Otello Bergamo, Luca Palmieri, Luca Schenato, Paolo Simonini/titolo:Distributed strain measurements in a CFA pile using high spatial resolution fibre optic sensors/doi:10.1016%2Fj.engstruct.2018.01.046./rivista:Engineering structures/anno:2018/pagina_da:554/pagina_a:565/intervallo_pagine:554–565/volume:160
info:cnr-pdr/source/autori:Silvia Bersan, Otello Bergamo, Luca Palmieri, Luca Schenato, Paolo Simonini/titolo:Distributed strain measurements in a CFA pile using high spatial resolution fibre optic sensors/doi:10.1016%2Fj.engstruct.2018.01.046./rivista:Engineering structures/anno:2018/pagina_da:554/pagina_a:565/intervallo_pagine:554–565/volume:160
Static load tests on fully instrumented piles are a useful tool for optimizing the design of pile foundations. By measuring the change in strain along a test pile it is possible to estimate pile-soil interface properties and infer site-specific and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dd8a5a6447c24d1c9b4a99e056d963c1
https://publications.cnr.it/doc/384212
https://publications.cnr.it/doc/384212
Publikováno v:
Structural Engineering International. 24:532-543
Masonry arch bridges are typically historical infrastructures that were often not designed to withstand the heavy truck traffic that they are currently carrying and therefore must be replaced by mo...
This paper shows the effectiveness of the techniques chosen for the rehabilitation of the historic “Sant'Andrea” masonry bell-tower in Venice. The achieved rehabilitation projects based on the indenting technique consisting in removing and replac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d125b05fc7f209c58d3ec8707702a86d
http://hdl.handle.net/10447/389180
http://hdl.handle.net/10447/389180
Publikováno v:
AIP Conference Proceedings.
The paper describes the performance evaluation of a retrofit historical multi-span (RC) deck arch bridge analyzed with in situ tests, dynamic identification and FEM analysis. The peculiarity of this case study lies in the structural typology of “Sa
Publikováno v:
Engineering Structures. 32:353-360
In this paper an 1800’s masonry tower is analyzed, in order to assess its structural behavior and the frequency of vibrations to the structure. This paper details the experimental analyses performed to define its existing state. The movement of the