Gotowe bibliografie tematyczne / Structural reliability

Gotowa bibliografia na temat „Structural reliability”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 11 września 2023

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Artykuły w czasopismach na temat "Structural reliability"

Rashki, Mohsen. "Structural reliability reformulation". Structural Safety 88 (styczeń 2021): 102006. http://dx.doi.org/10.1016/j.strusafe.2020.102006.

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Marti, Kurt. "Structural reliability and stochastic structural optimization". Mathematical Methods of Operations Research 46, nr 3 (październik 1997): 285–86. http://dx.doi.org/10.1007/bf01194857.

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Ohtsubo, Hideomi, i Masaru Fukumura. "Reliability-Based Structural Optimization". Journal of the Society of Naval Architects of Japan 1991, nr 170 (1991): 493–501. http://dx.doi.org/10.2534/jjasnaoe1968.1991.170_493.

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Griffith, William S., i Alfredo C. Lucia. "Advances in Structural Reliability." Journal of the American Statistical Association 84, nr 406 (czerwiec 1989): 625. http://dx.doi.org/10.2307/2289971.

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Schuëller, G. I., i A. H.-S. Ang. "Advances in structural reliability". Nuclear Engineering and Design 134, nr 1 (maj 1992): 121–40. http://dx.doi.org/10.1016/0029-5493(92)90010-s.

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Leitch, R. D., i Alfredo C. Lucia. "Advances in Structural Reliability." Statistician 41, nr 2 (1992): 252. http://dx.doi.org/10.2307/2348268.

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KOH, Ki. "TIME-DEPENDENT RELIABILITY ANALYSIS OF STRUCTURAL SYSTEMS : Reliability function of structural systems". Journal of Structural and Construction Engineering (Transactions of AIJ) 66, nr 542 (2001): 67–73. http://dx.doi.org/10.3130/aijs.66.67_1.

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MUROTSU, Yoshisada, Takehito FUKUDA i Hiroo OKADA. "Fundamentals of Reliability Engineering. 5. Structural Systems Reliability." Journal of the Society of Materials Science, Japan 42, nr 481 (1993): 1238–44. http://dx.doi.org/10.2472/jsms.42.1238.

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Jitao, Yao, Chen Liuzhuo, Gao Jun i Xin Ren. "Structural durability and concept system of structural reliability". IOP Conference Series: Earth and Environmental Science 304 (18.09.2019): 052035. http://dx.doi.org/10.1088/1755-1315/304/5/052035.

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Madsen, Henrik O., i Thore Egeland. "Structural Reliability: Models and Applications". International Statistical Review / Revue Internationale de Statistique 57, nr 3 (grudzień 1989): 185. http://dx.doi.org/10.2307/1403793.

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Rozprawy doktorskie na temat "Structural reliability"

Yang, Nana. "Structural strength and reliability analysis of composite structures". Thesis, University of Strathclyde, 2010. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=13242.

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Berntsen, Per Ivar Barth. "Structural reliability based position mooring". Doctoral thesis, Norwegian University of Science and Technology, Department of Marine Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-2134.

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This thesis considers control of moored marine structures, referred to as position mooring. Moored marine structures can take on a number of different forms, and two applications are considered in this work, namely aquacultural farms and petroleum producing vessels. It is anticipated that future aquacultural farms will be significantly larger than the existing ones, and placed in much more exposed areas. Hence, there is a significant technology transfer potential between the two seemingly different fields of aquaculture and petroleum exploitation.

Today’s implemented state of the art positioning controllers use predetermined safety regions and gain-scheduling for evaluating the necessary thruster force for the vessel to operate safely. This represents a suboptimal solution; the operator is given a significant number of variables to consider, and the thrusters are run more than necessary. Also, it is likely that a more conservative controller regime does not necessarily increase the overall reliability of the structure as compared with a less conservative but better designed controller.

Motivated by this, a new control methodology and strategy for position mooring is developed. Two controllers using information about the reliability of the mooring system are implemented and tested, both via numerical simulations and model scale experiments. The first controller developed uses a reliability criterion based on the tension in the mooring system as a pretuning device. A nonlinear function based on the energy contained by the system is included in the controller to ensure that the thrusters are run only when needed. The controller is an output-feedback controller, based on measurement of position and estimated values of the velocities and slowly varying environmental loads. The second controller developed contains the reliability criterion intrinsically, thus, less pretuning is needed. The backstepping technique is applied during the design process, and the controller has global asymptotical stability properties.

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Wong, John Kee Sing. "Reliability of Structural Fire Design". University of Canterbury. Civil Engineering, 1999. http://hdl.handle.net/10092/8302.

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In general, because of the unpredictable nature of fire and the various uncertainties related, for example, to material properties at elevated temperature, the reliability of structural fire design can be justifiably questioned. In this project, a typical structural steel design for fire condition is assessed for its reliability. The assessment consists of estimating the probability of failure of structural steel elements exposed to a wide range of fully developed fires. A number of scenarios to account for different passive protection systems and the variability in properties of related parameters are modelled. The main tool of analysis is Monte Carlo simulation using a software named @RISK. The estimated probabilities of failure or reliability indices are measured against acceptable or target values so that definite conclusion with regards to safe or unsafe design can be made. The target probability of failure and the reliability index are also worked out in this project. The overall results show that applying reliability assessment to structural fire design is of great value in pointing out shortcomings in the design and in enhancing the performance assessment of real structures.

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Laamiri, Hassan. "Optimisation methods in structural systems reliability". Thesis, Imperial College London, 1991. http://hdl.handle.net/10044/1/46878.

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Lee, Joo-Sung. "Reliability analysis of continuous structural systems". Thesis, University of Glasgow, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.299455.

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Hashimoto, Mitsuyuki. "Vulnerability and reliability of structural systems". Thesis, University of Bristol, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261335.

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CARVAJALINO, JOSE DE JESUS LEAL. "COUPLING LIMIT STATES TO STRUCTURAL RELIABILITY ASSESSMENT OF PIPELINES AND STRUCTURES". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2010. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=21620@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Neste trabalho são apresentados conceitos usados na avaliação da confiabilidade estrutural com o objetivo de calcular a probabilidade de falha de uma estrutura enquanto ela atende aos fins para os quais foi projetada durante sua vida útil. Uma metodologia de análise de confiabilidade estrutural foi desenvolvida, tendo como foco os dutos de transporte de óleo e gás natural, embora possa ser aplicada a diferentes equipamentos. A metodologia permite o acoplamento de diferentes eventos que possam ocorrer na vida de uma estrutura. Entende-se por eventos a aparição de defeitos por diferentes vias: processos corrosivos, danos por terceiros, operações incorretas, etc., ou, eventos relacionados à inspeção da estrutura, duto ou equipamento. Cada evento é descrito por uma função de estado limite do tipo capacidade x demanda. O acoplamento desses estados limites é dado pela união ou interseção deles (sistemas em série, paralelo, ou combinação deles). A análise é reduzida ao cálculo da confiabilidade de um sistema, cuja solução é feita usando a função padrão multinormal e os métodos de primeira ordem FORM, para o cálculo da probabilidade de falha de cada estado limite, e os métodos do produto das probabilidades condicionais PCM e I-PCM, para o cálculo da probabilidade de falha do sistema através da integral multinormal. As informações obtidas dos resultados desta metodologia podem ser úteis na geração de planos de inspeção, análises preditivas e análises de risco, para contribuir na tomada de decisões sobre prazos e técnicas de inspeção a serem empregadas. A metodologia mencionada acima pode ser implementada em um programa de gerenciamento de confiabilidade estrutural, o qual deve ser capaz de acoplar todos os eventos, os dados conhecidos, as incertezas próprias dos dados e as novas informações ao longo da vida útil de uma estrutura.
This work presents concepts used in the assessment of structural reliability in order to calculate the probability of failure of a structure as it serves the purposes for which it was designed during their lifetime. A methodology for structural reliability analysis has been developed for the pipeline transportation of oil and natural gas, although, this methodology can be applied to different equipment. The methodology allows the coupling of different events that may occur in the life of a structure. The events can be understood as defects by corrosion, damage by third parties, incorrect operations, etc. or events related to inspection of the structure, pipeline or equipment. Each event is described by a limit state function of the type capacity vs. demand. The coupling of these states limit is given by the union or intersection of these (series systems, parallel systems, or combination of them). The analysis is reduced to system reliability computation and the solution is reached using the integration of the standard multinormal function and first order reliability methods- FORM to calculate the probability of failure of system. The multinormal integral is computation using the product of conditional marginal method-PCM and the improvement of PCM method. The results obtained of this methodology may be useful in the generation of inspection plans and in predictive and risk analysis. The methodology described can be implemented in a structural reliability management program. The program should be able to coupling all events that occur in the lifetime of a pipeline or structure.

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Dersjö, Tomas. "Reliability based design optimization for structural components /". Stockholm : Skolan för teknikvetenskap, Kungliga Tekniska högskolan, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-11824.

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Dersjö, Tomas. "Reliability based design optimization for structural components". Licentiate thesis, KTH, Solid Mechanics (Div.), 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-11824.

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Charumas, Bulakorn. "A NEW TECHNIQUE FOR STRUCTURAL RELIABILITY ANALYSIS". MSSTATE, 2008. http://sun.library.msstate.edu/ETD-db/theses/available/etd-04032008-102436/.

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A simulation-based reliability analysis method is presented and evaluated. This method is intended for problems for which most probable point of failure (MPP) search-based methods fail or provide inaccurate results, and for which Monte Carlo simulation and its variants are too costly to apply. This may occur in the evaluation of complex engineering problems of low failure probability. The method used to address this problem is a variant of conditional expectation and works by sampling on the failure boundary without relying on the MPP. The effectiveness of the method is compared to a selection of other commonly available reliability methods considering a variety of analytical as well as more complex engineering problems. The results indicate that the method has the potential to deliver solutions of high efficiency and accuracy for a wide range of difficult reliability problems.

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Książki na temat "Structural reliability"

Hurtado, Jorge E. Structural Reliability. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8.

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Structural reliability. London: ISTE, 2009.

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Ditlevsen, Ove. Structural reliability methods. Chichester: Wiley, 1996.

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Wang, Cao. Structural Reliability and Time-Dependent Reliability. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-62505-4.

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Tichý, Milík. Applied methods of structural reliability. Dordrecht: Kluwer Academic, 1993.

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Melchers, Robert E., i André T. Beck, red. Structural Reliability Analysis and Prediction. Chichester, UK: John Wiley & Sons Ltd, 2017. http://dx.doi.org/10.1002/9781119266105.

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Tichý, Milík. Applied Methods of Structural Reliability. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-1948-1.

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Hurtado, Jorge E. Structural reliability: Statistical learning perspectives. Berlin: Springer, 2004.

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Tichý, Milík. Applied Methods of Structural Reliability. Dordrecht: Springer Netherlands, 1993.

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Spanos, Pol D., i Y. T. Wu, red. Probabilistic Structural Mechanics: Advances in Structural Reliability Methods. Berlin, Heidelberg: Springer Berlin Heidelberg, 1994. http://dx.doi.org/10.1007/978-3-642-85092-9.

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Części książek na temat "Structural reliability"

Verma, Ajit Kumar, Srividya Ajit i Durga Rao Karanki. "Structural Reliability". W Springer Series in Reliability Engineering, 257–92. London: Springer London, 2015. http://dx.doi.org/10.1007/978-1-4471-6269-8_8.

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Hurtado, Jorge E. "A Discussion on Structural Reliability Methods". W Structural Reliability, 1–43. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_1.

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Hurtado, Jorge E. "Fundamental Concepts of Statistical Learning". W Structural Reliability, 45–79. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_2.

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Hurtado, Jorge E. "Dimension Reduction and Data Compression". W Structural Reliability, 81–105. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_3.

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Hurtado, Jorge E. "Classification Methods I — Neural Networks". W Structural Reliability, 107–43. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_4.

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Hurtado, Jorge E. "Classification Methods II — Support Vector Machines". W Structural Reliability, 145–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_5.

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Hurtado, Jorge E. "Regression Methods". W Structural Reliability, 191–218. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_6.

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Hurtado, Jorge E. "Classification Approaches to Reliability Indexation". W Structural Reliability, 219–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-540-40987-8_7.

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Chandrasekaran, Srinivasan. "Reliability Analysis". W Offshore Structural Engineering, 119–76. Boca Raton : Taylor & Francis, 2016. | “A CRC title.”: CRC Press, 2017. http://dx.doi.org/10.1201/b21572-3.

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Chandrasekaran, Srinivasan. "Structural Reliability Theory". W Offshore Structural Engineering, 59–117. Boca Raton : Taylor & Francis, 2016. | “A CRC title.”: CRC Press, 2017. http://dx.doi.org/10.1201/b21572-2.

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Streszczenia konferencji na temat "Structural reliability"

MEHTA, S., T. CRUSE i S. MAHADEVAN. "CONFIDENCE BOUNDS ON STRUCTURAL RELIABILITY". W 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1377.

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Khalessi, M. "Design of structural tests for verification of structural reliability". W 35th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1384.

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WU, Y. "COMPUTATIONAL METHODS FOR EFFICIENT STRUCTURAL RELIABILITY AND RELIABILITY SENSITIVITY ANALYSIS". W 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1626.

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M.V, Ganga. "Structural Reliability Assessment of Bridges". W The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/tnnw2034/ngcesi23p49.

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Basically, engineering structures are required to satisfy predeﬁned performance targets such as successfully resisting external load actions. Due to the randomness nature of both the structure l property and the external attacks, however, the “absolute safety” of a structure cannot be achieved in engineering practice. Rather, the practical strategy is to control the probability of violating the performance requirements (e.g., structural safety) under an acceptable level. To that end, some probability based approaches are essentially needed to quantify the occurrence possibility of such undesired consequences. Under this context, the mathematical formulation of analytical tools for structural reliability assessment is the topic of this book.

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Kogiso, Nozomu, Shaowen Shao, Yoshisada Murotsu, Mitsunori Miki, Nozomu Kogiso, Shaowen Shao, Yoshisada Murotsu i Mitsunori Miki. "Reliability analysis and reliability-based design of composite laminated plate subject to buckling". W 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1329.

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Boon, Bart. "Net Scantlings and Structural Reliability". W ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57880.

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Vessel structures deteriorate over time. These ageing effects mean that ship strength and structural reliability diminish over time. In the past this was implicitly taken into account in the rules of classification societies. Today’s assessment of ship structures is based upon the use of first principles. This presupposes a realistic description of the deteriorated structure as well. Present rules mainly do this by reducing scantlings of plates and stiffeners by an assumed amount of uniformly distributed corrosion. Some experimental, phenomenological and analytic results are presented that illustrate failure behaviour of local and global ship structures quite different from that using net scanlings only. Typical aspects that play a role are non-uniform degradation, such as groove corrosion. Energy absorption may be the governing instead of ultimate strength as is normally assumed. It is shown that assessment of the reliability of aged ship structures requires additional information and analysis different from that normally performed today.

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Liu, X., S. Mahadevan, X. Liu i S. Mahadevan. "System reliability of composite laminates". W 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1371.

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CRUSE, T., Q. HUANG, S. MEHTA i S. MAHADEVAN. "System reliability and risk assessment". W 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2345.

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MAHADEVAN, S., i C. CHAMIS. "STRUCTURAL SYSTEM RELIABILITY UNDER MULTIPLE FAILURE MODES". W 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1379.

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KHALESSI, M., i H. LIN. "MOST-PROBABLE-POINT-LOCUS STRUCTURAL RELIABILITY METHOD". W 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1439.

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Raporty organizacyjne na temat "Structural reliability"

Hess, Paul E., Ayyub III, Knight Bilal M. i David E. Failure Definition for Structural Reliability Assessment. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 2000. http://dx.doi.org/10.21236/ada417415.

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Samaniego, Francisco J. Contributions to Structural, Stochastic and Statistical Reliability. Fort Belvoir, VA: Defense Technical Information Center, listopad 2005. http://dx.doi.org/10.21236/ada441558.

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Ebeling, Robert, i Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), marzec 2021. http://dx.doi.org/10.21079/11681/39881.

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This technical report documents the second of a two-phase research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates geotechnical as well as structural design limit states for design of the U.S. Army Corps of Engineers (USACE) reinforced concrete, hydraulic navigation structures. To this end, this R&D effort extends reliability procedures that have been developed for other non-USACE structural systems to encompass USACE hydraulic structures. Many of these reinforced concrete, hydraulic structures are founded on and/or retain earth or are buttressed by an earthen feature. Consequently, the design of many of these hydraulic structures involves significant soil structure interaction. Development of the required reliability and corresponding LRFD procedures has been lagging in the geotechnical topic area as compared to those for structural limit state considerations and have therefore been the focus of this second-phase R&D effort. Design of an example T-Wall hydraulic structure involves consideration of five geotechnical and structural limit states. New numerical procedures have been developed for precise multiple limit state reliability calculations and for complete LRFD analysis of this example T-Wall reinforced concrete, hydraulic structure.

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Boyce, Brad, Eliot Fang, Alyssa Kolski, Jonathan Zimmerman, Jevan Furmanski i Krishnaswamy Ravi-Chandar. Out Brief for the Structural Reliability Partnership Workshop. Office of Scientific and Technical Information (OSTI), sierpień 2017. http://dx.doi.org/10.2172/1411314.

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Ebeling, Robert, Barry White, John Hite, James Tallent, Locke Williams, Brad McCoy, Aaron Hill, Cameron Dell, Jake Bruhl i Kevin McMullen. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), lipiec 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first-phase R&D effort. This R&D effort extends reliability procedures developed for other non-USACE structural systems, primarily bridges and buildings, for use in the design of batter pile-founded USACE flood walls. Because the foundation system includes batter piles under flood loading, the design procedure involves frame analysis with significant soil structure interaction. Three example batter pile-founded T-Wall flood structures on three different rivers have been examined considering 10 geotechnical and structural limit states. Numerical procedures have been extended to develop precise multiple limit state Reliability calculations and for complete LRFD analysis of the example batter pile-founded, T-Wall reinforced concrete, flood walls.

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Nemat-Nasser, Sia, i Joseph Zarka. A New Approach to Structural Reliability in Fatigue Failure. Fort Belvoir, VA: Defense Technical Information Center, marzec 1998. http://dx.doi.org/10.21236/ada345639.

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Bhattcharya, B., i B. Ellingwood. A damage mechanics based approach to structural deterioration and reliability. Office of Scientific and Technical Information (OSTI), luty 1998. http://dx.doi.org/10.2172/573315.

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Dalzell, J. F. A Note on Structural Loads Analysis in the Reliability Context. Fort Belvoir, VA: Defense Technical Information Center, listopad 1991. http://dx.doi.org/10.21236/ada245702.

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Yunovich i Thompson. L52197 Structural Reliability Analysis for External Corrosion Direct Assessment - Part 1. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), marzec 2005. http://dx.doi.org/10.55274/r0011341.

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This presents the results of applying an existing method (Structural Reliability Analysis) and software to compare the integrity of five pipelines. The work involves analyzing data from both ECDA and ILI and comparing the reliability levels achieved during the two different integrity assessments. the SRA method used is documented in previously published work and relies on distributions derived from mainly confidential pipeline incident and fault reports.

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Philip J. Rous, Ellen D. Williams i Michael S. Fuhrer. STRUCTURAL FLUCTUATIONS, ELECTRICAL RESPONSE AND THE RELIABILITY OF NANOSTRUCTURES (FINAL REPORT). Office of Scientific and Technical Information (OSTI), lipiec 2006. http://dx.doi.org/10.2172/888736.

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