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Response Surface Me...
Response Surface Method strategies coupled with NLFEA for structural reliability analysis of prestressed bridges
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- Sarmiento Nova, Silvia J. (författare)
- Luleå tekniska universitet,Byggkonstruktion och brand
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- Gonzalez-Libreros, Jaime (författare)
- Luleå tekniska universitet,Byggkonstruktion och brand
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- Sas, Gabriel (författare)
- Luleå tekniska universitet,Byggkonstruktion och brand,SINTEF Narvik AS, Rombaksveien E6-47, N-8517 Narvik, Norway
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- Sanabria Díaz, Rafael A. (författare)
- University of Campinas, Campinas, Brazil
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- Texeira da Silva, Maria C. A. (författare)
- University of Campinas, Campinas, Brazil
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- Trautwein, Leandro M. (författare)
- University of Campinas, Campinas, Brazil
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(creator_code:org_t)
- Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021
- 2021
- Engelska.
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Ingår i: IABSE Congress Ghent 2021. - Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE). ; , s. 1813-1822
- Relaterad länk:
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https://ltu.diva-por... (primary) (Raw object)
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https://urn.kb.se/re...
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https://doi.org/10.2...
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Abstract
Ämnesord
Stäng
- The Response Surface Method (RSM) has become an essential tool to solve structural reliability problems due to its accuracy, efficacy, and facility for coupling with Nonlinear Finite Element Analysis (NLFEA). In this paper, some strategies to improve the RSM efficacy without compromising its accuracy are tested. Initially, each strategy is implemented to assess the safety level of a highly nonlinear explicit limit state function. The strategy with the best results is then identified and used to carry out a reliability analysis of a prestressed concrete bridge, considering the nonlinear material behavior through NLFEA simulation. The calculated value of ? is compared with the target value established in Eurocode for ULS. The results showed how RSM can be a practical methodology and how the improvements presented can reduce the computational cost of a traditional RSM giving a good alternative to simulation methods such as Monte Carlo.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik -- Infrastrukturteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering -- Infrastructure Engineering (hsv//eng)
Nyckelord
- Structural reliability
- Response surface method
- Prestressed concrete
- Nonlinear analysis
- Bridge
- Byggkonstruktion
- Structural Engineering
Publikations- och innehållstyp
- ref (ämneskategori)
- kon (ämneskategori)