Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Marcello Ciampoli"'
Publikováno v:
Structural Safety. 45:24-35
This paper presents an innovative fully-probabilistic Performance-Based Hurricane Engineering (PBHE) framework for risk assessment of structural systems located in hurricane-prone regions. The proposed methodology is based on the total probability th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70c6798a2222136c1868f2be28b0936a
https://doi.org/10.1016/j.strusafe.2013.07.002
https://doi.org/10.1016/j.strusafe.2013.07.002
Autor:
Marcello Ciampoli, Giuliano Augusti
Publikováno v:
Probabilistic Engineering Mechanics. 23:496-508
It is now generally accepted that several types of risks can be recognized for built facilities and environments: they are not limited to collapse and heavy damage but involve comfort, quality of life, and the preservation of cultural or historical v
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5bff367c3a50846722d444fe68238c6e
https://doi.org/10.1016/j.probengmech.2008.01.007
https://doi.org/10.1016/j.probengmech.2008.01.007
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 94:397-413
In the context of the growing concern for the wind effects and the wind design of “street architecture” (bill-boards, traffic signs, traffic lights, etc.), wind tunnel tests have been carried out on a model of a frame-type signboard, placed withi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a7e274b05fc82397cd57c2f873e41af5
https://doi.org/10.1016/j.jweia.2006.01.006
https://doi.org/10.1016/j.jweia.2006.01.006
Publikováno v:
Structural Safety. 24:89-105
In recent years, the seismic reliability of monumental buildings has been the object of several studies. In particular, it has been shown in previous papers that the probabilities of collapse and damage and their distributions can be obtained by look
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::53d669c9038f934fb9ab901f4b077568
https://doi.org/10.1016/s0167-4730(02)00019-x
https://doi.org/10.1016/s0167-4730(02)00019-x
Autor:
Marcello Ciampoli
Publikováno v:
Computer Methods in Applied Mechanics and Engineering. 168:207-220
A probabilistic procedure for the analysis of current and future reliability of existing structural systems is proposed: they are assumed subject to deterioration over time, due to the exposure to an aggressive environment as well as to the effects o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8dee2fd84b2e84914a3d38edac28d4c4
https://doi.org/10.1016/s0045-7825(98)00141-8
https://doi.org/10.1016/s0045-7825(98)00141-8
Publikováno v:
Engineering Structures. 20:933-939
The aim of the co-ordinated research effort initiated by the Authors consists in developing life-cycle reliability-based methodologies for the management and retrofitting of deteriorating structures and lifelines. As a first step, network systems wit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::56b5756d266eb95f3a0daebd0cb634dd
https://doi.org/10.1016/s0141-0296(97)00186-7
https://doi.org/10.1016/s0141-0296(97)00186-7
Autor:
Marcello Ciampoli, Paolo Emilio Pinto
Publikováno v:
Journal of Structural Engineering. 121:806-814
The investigation reported in the paper is an attempt to assess the relevance of soil-structure interaction (SSI) effects on the dynamic response of bridge piers responding in the inelastic range and, in particular, on the maximum required ductilitie
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8ca05c2e86fd390533a30f867332573
https://doi.org/10.1061/(asce)0733-9445(1995)121:5(806)
https://doi.org/10.1061/(asce)0733-9445(1995)121:5(806)
Autor:
Marcello Ciampoli, Francesco Petrini
A probabilistic procedure for the performance-based design of tall buildings subject to wind actions is illustrated. The central objective of the procedure is the assessment of the adequacy of the structure through the probabilistic description of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fc539ad9a84c4939e3367baecbefa5de
http://hdl.handle.net/11573/68020
http://hdl.handle.net/11573/68020
Publikováno v:
Scopus-Elsevier
Sapienza Università di Roma-IRIS
Sapienza Università di Roma-IRIS
This paper introduces a probabilistic Performance Based Hurricane Engineering (PBHE) framework for risk assessment based on the total probability theorem. This methodology disaggregates the risk assessment analysis into independent elementary compone
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5683ebc4eed84180b5f364e391490a45
http://hdl.handle.net/11573/911870
http://hdl.handle.net/11573/911870
Autor:
Luciano Nunziante, Edzeario Prati, Marcello Ciampoli, A. Gugliotta, Anna Sinopoli, Sergio Sirtori
Publikováno v:
Meccanica. 29:507-515
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b4c58958e725e379dcd051be9409ad6
https://doi.org/10.1007/bf00987582
https://doi.org/10.1007/bf00987582