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Artykuły w czasopismach na temat "Inspection/repair strategy"
SHEU, SHEY-HUEI, YAN-CHUN CHEN i LI-HSIU TENG. "OPTIMAL PERIODIC REPLACEMENT POLICY WITH CHECKING TIME". International Journal of Reliability, Quality and Safety Engineering 12, nr 01 (luty 2005): 19–29. http://dx.doi.org/10.1142/s0218539305001689.
Pełny tekst źródłaPatel, Nirav J., Nikunj J. Dhimar, Pratik D. Solanki i Jay A. Patel. "Impact of Inspection Strategy on Repairing Cost of Distribution Transformer". Asian Journal of Electrical Sciences 7, nr 1 (5.05.2018): 20–22. http://dx.doi.org/10.51983/ajes-2018.7.1.2060.
Pełny tekst źródłaYang, Yingnan, i Hongming Xie. "Determination of Optimal MR&R Strategy and Inspection Intervals to Support Infrastructure Maintenance Decision Making". Sustainability 13, nr 5 (2.03.2021): 2664. http://dx.doi.org/10.3390/su13052664.
Pełny tekst źródłaThoft-Christensen, P., i J. D. S⊘rensen. "Optimal strategy for inspection and repair of structural systems". Civil Engineering Systems 4, nr 2 (czerwiec 1987): 94–100. http://dx.doi.org/10.1080/02630258708970464.
Pełny tekst źródłaYamashina, H., i H. Mizuyama. "An inspection and repair strategy in automated assembly systems". Journal of Quality in Maintenance Engineering 4, nr 2 (czerwiec 1998): 95–106. http://dx.doi.org/10.1108/13552519810213590.
Pełny tekst źródłaYAMASHINA, Hajime, Hajime MIZUYAMA, Makoto KURIMOTO i Masahiko SHIBUYA. "An Inspection and Repair Strategy in Automated Assembly Systems." Journal of the Japan Society for Precision Engineering 61, nr 7 (1995): 949–53. http://dx.doi.org/10.2493/jjspe.61.949.
Pełny tekst źródłaChung, Hsin-Yang, Lance Manuel i Karl H. Frank. "Reliability-Based Optimal Inspection for Fracture-Critical Steel Bridge Members". Transportation Research Record: Journal of the Transportation Research Board 1845, nr 1 (styczeń 2003): 39–47. http://dx.doi.org/10.3141/1845-05.
Pełny tekst źródłaSá, Gonçalo, João Sá, Jorge De Brito i Bárbara Amaro. "STATISTICAL SURVEY ON INSPECTION, DIAGNOSIS AND REPAIR OF WALL RENDERINGS". Journal of Civil Engineering and Management 21, nr 5 (6.05.2015): 623–36. http://dx.doi.org/10.3846/13923730.2014.890666.
Pełny tekst źródłaCesare, M., J. C. Santamarina, C. J. Turkstra i E. Vanmarcke. "Risk-based bridge management: optimization and inspection scheduling". Canadian Journal of Civil Engineering 21, nr 6 (1.12.1994): 897–902. http://dx.doi.org/10.1139/l94-095.
Pełny tekst źródłaAlfon, Patuan, Johny Wahyuadi Soedarsono, Dedi Priadi i Sulistijono. "Application of Hoop Stress Limit State and Predicted Corrosion Rate in Underground Gas Transmission Pipeline Inspection Plan". Applied Mechanics and Materials 328 (czerwiec 2013): 942–49. http://dx.doi.org/10.4028/www.scientific.net/amm.328.942.
Pełny tekst źródłaRozprawy doktorskie na temat "Inspection/repair strategy"
Kouddane, Bouchra. "Évaluation non destructive optimale des bétons par couplage des méthodes CND". Electronic Thesis or Diss., Bordeaux, 2024. http://www.theses.fr/2024BORD0084.
Pełny tekst źródłaUnderstanding the in situ mechanical properties of concrete is essential for determining the structural capacity of both existing structures and new constructions. The recent methodology for assessing concrete strength in an existing structure involves integrating nondestructive testing (NDT) techniques with destructive measurements (coring) to establish a conversion model that correlates mechanical strength with nondestructive measurements. Subsequently, the conversion model is applied to estimate the local mechanical strength at each testing location based on the corresponding NDT values.The Rebound Hammer (RH) test and the Ultrasonic Pulse Velocity (UPV) test are widely used for estimating the compressive strength of concrete. However, the accuracy of the results obtained from these methods can be influenced by various factors. To mitigate these effects, the strategic combination of these two nondestructive tests provides an effective way to evaluate concrete strength in existing structures. Therefore, the aim of this thesis is to analyze the assessment methodology of structures by combining nondestructive techniques and to offer practical recommendations that can enhance the reliability of in-situ concrete strength. For this purpose, a simulator was developed to analyze the methodology of nondestructive assessment using an extensive dataset derived from various sources, including in-situ studies, as well as generated synthetic data.The primary contribution of this study is to propose a new model identification approach based on multi-objective optimization to predict the mean strength of concrete and its variability, based on the combination of NDT measurements. Monte Carlo simulations were carried out to check the performance by considering the uncertainty of NDT measurements and the variability of concrete. The results highlighted the effectiveness of the multi-objective method in determining both the average strength and the variability of strength compared to other approaches. Furthermore, this innovative approach enables enhanced accuracy in estimating concrete properties with a reduced number of cores compared to traditional methods.In addition, a thorough and accurate representation of the structure under examination can be achieved by carefully choosing the core locations. The efficacy of various suggested sample strategies has been evaluated in this study in order to select the optimal locations for the core extractions. Through these thorough comparisons, the study aims to discover the sampling plan that best aligns with the specific objectives of evaluating concrete strength. It is suggested to use variance sampling, which appears to be a suitable alternative for reducing inherent uncertainties in the nondestructive assessment process [...]
Ciou, Hong-sheng, i 邱鴻昇. "Inspection strategy for steel bridges with considerations of repairs effect and inspection quality". Thesis, 2007. http://ndltd.ncl.edu.tw/handle/25057609011347530374.
Pełny tekst źródła國立成功大學
土木工程學系碩博士班
95
A probability-based method for selecting an optimal NDI (non-destructive inspection) technique and its associate inspection schedule for fracture-critical members in steel bridges is presented. The probability of detection (POD) function for crack size of an NDI technique is utilized as the measure of inspection quality. Through Monte Carlo simulations for crack growth and repair actions after inspections, n times of inspections could generate 2n kinds of repair scenarios and the corresponding crack growth patterns (curves). Considering all crack growth curves and repair scenarios from Monte Carlo simulations, selecting a suitable NDI technique and its associate inspection schedule for a steel bridge fracture-critical member with the acceptable structural safety requirements becomes a mathematical optimization problem. The solution of the problem can provide an economic and safe inspection strategy for steel bridges against “fatigue” or “corrosion-fatigue” problems.
Książki na temat "Inspection/repair strategy"
Ecole nationale des ponts et chaussées (France), red. Gestion des ouvrages d'art: Quelle stratégie pour maintenir et adapter le patrimoine? = Maintenance of bridges and civil structures : which strategy for maintenance and adaptation of the existing stock? : colloque international, Paris, 18-20 octobre 1994. Paris: Presses de l'École nationale des ponts et chaussées, 1994.
Znajdź pełny tekst źródłaOffice, General Accounting. Financial management: Recommendations on Indian trust fund Strategic Plan proposals : report to the Secretary of the Interior. Washington, D.C. (P.O. Box 37050, Washington, D.C. 20013): The Office, 1997.
Znajdź pełny tekst źródłaCzęści książek na temat "Inspection/repair strategy"
O’Malley, John, Andreas Lervik, Tim Wiley i Gerhard Ersdal. "Inspection and Maintenance of Ageing Concrete Oil and Gas Structures on the Norwegian Continental Shelf". W Ageing and Life Extension of Offshore Facilities, 296–305. ASME, 2022. http://dx.doi.org/10.1115/1.885789_ch25.
Pełny tekst źródłaYardım, Yavuz, i Enea Mustafaraj. "Selected Assessment and Retrofitting Application Techniques for Historical Unreinforced Masonry Buildings". W Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, 525–45. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch017.
Pełny tekst źródłaMoridpour, Sara, Ehsan Mazloumi i Reyhaneh Hesami. "Application of Artificial Neural Networks in Predicting the Degradation of Tram Tracks Using Maintenance Data". W Deep Learning and Neural Networks, 845–64. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-0414-7.ch047.
Pełny tekst źródłaStreszczenia konferencji na temat "Inspection/repair strategy"
Grimes, Keith, i David G. Jones. "Life After Inspection". W 1996 1st International Pipeline Conference. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/ipc1996-1847.
Pełny tekst źródłaLi, Dianqing, Shengkun Zhang i Wenyong Tang. "Risk Based Inspection and Repair Optimization of Ship Structures Considering Corrosion Effects". W ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51016.
Pełny tekst źródłaWoodcock, Joel, i Laurent P. Houssay. "Comparing the Benefits of Monitoring Versus Preemptive Replacement or Repair". W ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71048.
Pełny tekst źródłaFlorentino, Saul, David De Leon i Jorge Silva. "Optimal Inspection Methodology for Offshore Structures Based on an Economic Decision Theory". W ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51214.
Pełny tekst źródłaEl-Reedy, Mohamed A. "Integrity Management System for Fixed Offshore Structures Inspection Strategy". W ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51322.
Pełny tekst źródłaSuputra, I. Made Bayu Weda, Karyadi Junedi i Girindra Fajar Satriya Putra. "Preparing for Decommissioning: Development of Inspection, Maintenance, and Repair IMR Strategy for Inactive Offshore Platform". W SPE/IATMI Asia Pacific Oil & Gas Conference and Exhibition. Society of Petroleum Engineers, 2019. http://dx.doi.org/10.2118/196349-ms.
Pełny tekst źródłaLim, Tze King, Shreenaath Natarajan i Pei An. "Mid-Water Flowline Integrity Monitoring Strategy". W ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20870.
Pełny tekst źródłaOza, Shaileshkumar H., i Jorge A. Penso. "Steam Methane Reformer Furnace Outlet Manifold Component Repair Experience". W ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97750.
Pełny tekst źródłaGraciano, Luis Sanchez, Alasdair Clyne, Pablo Cazenave, Richard Kania i Susy Willis. "Rehabilitation and Certification of the PGPB Cactus-San Fernando Gas Pipeline System". W 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0250.
Pełny tekst źródłaLockey, Aaron, Roland Palmer-Jones, Neil Jackson i Roger Ellis. "Shallow Dents: Updates to the UKOPA Dent Management Strategy". W 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33576.
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