Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Maria Luisa Beconcini"'
Autor:
Maria Luisa Beconcini, Paolo Formichi, Linda Giresini, Filippo Landi, Benedetta Puccini, Pietro Croce
Publikováno v:
Buildings, Vol 12, Iss 3, p 346 (2022)
The assessment of seismic performance of existing masonry structures is a key aspect for the risk mitigation strategies of existing buildings and preservation of historical heritage. The increasing availability of modelling approaches for the assessm
Externí odkaz:
https://doaj.org/article/63563e3c3dc94ff6a2c0a2172b005ccc
Autor:
Maria Luisa Beconcini, Paolo Cioni, Pietro Croce, Paolo Formichi, Filippo Landi, Caterina Mochi
Publikováno v:
Journal of Systemics, Cybernetics and Informatics, Vol 16, Iss 3, Pp 65-70 (2018)
Assessing existing masonry buildings in seismic zones is a critical issue, due to the high vulnerability of the built environment. Commonly, beside local analysis, refined assessment procedures are used based on non-linear static methods, like the pu
Externí odkaz:
https://doaj.org/article/15b73479293745b690debb23f6f6aa27
Autor:
Benedetta Puccini, Paolo Formichi, Maria Luisa Beconcini, Filippo Landi, Pietro Croce, Vincenzo Zotti
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030736156
The assessment of existing structures and infrastructures is a primary task in modern engineering, both for its key economic significance and for the extent and the significance of the built environment, nonetheless operational rules and standards fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1399f47a11496e8215e7cc67b7f72b2
http://hdl.handle.net/11568/1106696
http://hdl.handle.net/11568/1106696
Autor:
Filippo Landi, Benedetta Puccini, Maria Luisa Beconcini, Paolo Formichi, Vincenzo Zotti, Pietro Croce
In consideration of the high vulnerability of the built environment, the assessment of seismic behavior of existing masonry buildings is a key topic in view of their retrofitting and reuse....
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7c1c659fa1bbb0e5a081499d12bf37b
http://hdl.handle.net/11568/1100394
http://hdl.handle.net/11568/1100394
Autor:
Pietro Croce, Filippo Landi, Paolo Formichi, Maria Luisa Beconcini, Benedetta Puccini, Vincenzo Zotti
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030907877
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9f14c3dd7ded8f551eb26ca20d2dfc6a
http://hdl.handle.net/11568/1118054
http://hdl.handle.net/11568/1118054
Autor:
Pietro Croce, Filippo Landi, Paolo Formichi, Maria Luisa Beconcini, Beconcini Puccini, Vincenzo Zotti
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030907877
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7605dd0b3723709ff33b12b01dff0dad
http://hdl.handle.net/11568/1118052
http://hdl.handle.net/11568/1118052
Publikováno v:
Materials, Vol 14, Iss 2313, p 2313 (2021)
Materials
Volume 14
Issue 9
Materials
Volume 14
Issue 9
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry ty
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d97c105811036acb2c7798cb776c9b57
http://hdl.handle.net/11568/1106688
http://hdl.handle.net/11568/1106688
Autor:
Riccardo Giuri, Maria Luisa Beconcini, Paolo Cioni, Pietro Croce, Paolo Formichi, Caterina Mochi, Filippo Landi
Publikováno v:
Procedia Structural Integrity. 11:331-338
In seismic zones, suitable procedures to assess the seismic vulnerability of existing buildings are necessary also in view of optimal planning of interventions. Starting from the agreement between the Municipality of Florence and the Department of Ci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::be34c1297fef6454b83f393b9a646322
https://doi.org/10.1016/j.prostr.2018.11.043
https://doi.org/10.1016/j.prostr.2018.11.043
Publikováno v:
Procedia Structural Integrity. 11:363-370
Refurbishment of existing buildings often claims for strengthening and stiffening of timber floors. To avoid too heavy interventions, this need is particularly relevant in seismic zones and/or for historical buildings, not only to preserve historical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::472fca42c78a23794cb46700b807597b
https://doi.org/10.1016/j.prostr.2018.11.047
https://doi.org/10.1016/j.prostr.2018.11.047
Autor:
Filippo Landi, Pietro Croce, Francesco De Lellis, Paolo Formichi, Elisabetta Mariotti, Paolo Cioni, Caterina Mochi, Maria Luisa Beconcini, Isabelle Serra
Publikováno v:
Procedia Structural Integrity. 11:339-346
In the assessment of seismic performance of masonry buildings, the proper definition of mechanical parameters of masonry, the shear modulus in particular, is a critical issue. Moreover, considering that existing buildings are characterized by several
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8038b16b698b39db525c4d13360c6667
https://doi.org/10.1016/j.prostr.2018.11.044
https://doi.org/10.1016/j.prostr.2018.11.044