Gotowe bibliografie tematyczne / Limit state method

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  2. Rozprawy doktorskie
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  4. Części książek
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Gotowa bibliografia na temat „Limit state method”

Autor: Grafiati
Data publikacji: 2 czerwca 2025
Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Limit state method"

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Chang, Li-Hua, Hou-Ping Deng, Li-Xia Tan, and David A. Jones. "Selection of Credit Limit Methods: The Comprehensive Limit Credit Method or the Line-state Limit Credit Method." Journal of Applied Sciences 13, no. 8 (2013): 1364–69. http://dx.doi.org/10.3923/jas.2013.1364.1369.

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Farooq, Ahmad, Uman Khalid, Junaid ur Rehman, and Hyundong Shin. "Robust Quantum State Tomography Method for Quantum Sensing." Sensors 22, no. 7 (2022): 2669. http://dx.doi.org/10.3390/s22072669.

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Reliable and efficient reconstruction of pure quantum states under the processing of noisy measurement data is a vital tool in fundamental and applied quantum information sciences owing to communication, sensing, and computing. Specifically, the purity of such reconstructed quantum systems is crucial in surpassing the classical shot-noise limit and achieving the Heisenberg limit, regarding the achievable precision in quantum sensing. However, the noisy reconstruction of such resourceful sensing probes limits the quantum advantage in precise quantum sensing. For this, we formulate a pure quantu
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Perelmuter, Anatoly. "THE HISTORY OF THE LIMIT STATE DESIGN METHOD." International Journal for Computational Civil and Structural Engineering 17, no. 4 (2021): 134–45. http://dx.doi.org/10.22337/2587-9618-2021-17-4-134-145.

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This paper analyzes the 70-year history of development of the limit state design method (LSDM) focusing on the fundamentals of the design codes based on this method and considers proposals for improving the LSDM and its justification. It was also noted that the reaction of the system in any of its fixed states is not always sufficient to assess the reliability of the system, and therefore it is necessary to analyze the rate of loss of resistance of load-bearing structures. However, probabilistic considerations were not enough due to the lack of reliable statistical data in the area of extreme
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Imam Korabu. "Comparison between Limit State Method & Working Stress Method for R.C.C Structure." international journal of engineering technology and management sciences 7, no. 4 (2023): 56–59. http://dx.doi.org/10.46647/ijetms.2023.v07i04.012.

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Now a days R.C.C & steel structures are used in massive ways. Recently all the consultants are designed the R.C.C Structures by plastic method & its design by limit state method. The analysis & design of R.C.C buildings consists of beam, column, slabs & footings. The analysis & design of R.C.C Structures carried out by limit state method & working stress method. The sections obtained by limit state method should be comparing with sections obtained by working stress method to check the economy in design.
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R.N.MULANI, PROF.CHOUDHARIV.A, V.S.PATIL, et al. "COMPARISON AND DESIGN OF WATER TANK REST ON GROUND BY LSM AND WSM – A REVIEW." JournalNX - A Multidisciplinary Peer Reviewed Journal 3, no. 5 (2017): 79–83. https://doi.org/10.5281/zenodo.1446404.

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 In the new version of the IS 3370-2009 Code of Practice for concrete structures for the storage of liquids that has adopted the widely used limit state method. According to the provisions of the previous version of the Code (IS 3370-1965), design of water tanks is only allowed by the work effort method. The study was conducted to compare the design provisions of IS 3370 (1965) and IS 3370 (2009). In this study, a comparison of water design reservoirs using Stress Limiting Worker methods is performed. In order to carry out the comparative design of the study, the three types of water tank
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Minemoto, Mamoru, Makoto Kito, Yuzo Kajiwara, and Sigeru Matuoka. "Study on limit state design method for tunnel linings." Doboku Gakkai Ronbunshu, no. 523 (1995): 141–49. http://dx.doi.org/10.2208/jscej.1995.523_141.

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Xiang, Yanyong, and Srikanta Mishra. "Probabilistic Multiphase Flow Modeling Using the Limit-State Method." Ground Water 35, no. 5 (1997): 820–24. http://dx.doi.org/10.1111/j.1745-6584.1997.tb00150.x.

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Ouyang, Qi, Xiao Qian Chen, and Wen Yao. "Comparison of the Function Regression Method and Data Classification Method for Limit State Function Approximation." Advanced Materials Research 774-776 (September 2013): 1738–44. http://dx.doi.org/10.4028/www.scientific.net/amr.774-776.1738.

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To reduce the computational burden of the reliability analysis of complex engineering application, approximate method is always used to construct the surrogate model of the implicit limit state function. Since the limit state function is a classifier of the failure domain and safe domain, its approximation can be established by the function regression method and data classification method. In this paper, these two methods are tested to several limit state functions including linear function, highly nonlinear function, high dimensional function, series system and parallel system. Least squares
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Yang, Zhiyong, Chengchuan Yin, Xueyou Li, Lin Wang, and Lei Zhang. "Influence of Limit State Function’s Form of Geotechnical Structures on Approximate Analytical Reliability Methods." Sustainability 15, no. 10 (2023): 8106. http://dx.doi.org/10.3390/su15108106.

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Approximate analytical methods have been frequently used in geotechnical engineering to estimate the reliability of geotechnical structures due to their efficiency and simplicity. The main spirit of these methods is using the moments of the limit state function to estimate the reliability index. However, the moments are strongly dependent on the form of the limit state function, resulting in the fact that these methods are sensitive to the form of limit state functions. This study aims to systematically explore how various equivalent forms of limit state functions affect the performance of sev
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Číhal, Michal, Jaromír Kabeláč, Michael Konečný, and Lukáš Juříček. "Serviceability Limit State Evaluation in Discontinuity Regions." Solid State Phenomena 292 (June 2019): 203–9. http://dx.doi.org/10.4028/www.scientific.net/ssp.292.203.

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Discontinuity Region Design method was recently extended to allow assessment of serviceability limit states (SLS) for regions of concrete structural members where the Bernoulli-Navier hypothesis does not hold, such as dapped ends, openings, frame corners, etc. The method uses material models which consider the impact of short- and long-term loading effects (creep) as well as the influence of tension stiffening, which are calculated from reinforcement ratios. The method can be used to perform assessment of stress limitation SLS as well as to calculate crack widths. Crack width calculations for
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Rozprawy doktorskie na temat "Limit state method"

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Azizsoltani, Hamoon, and Hamoon Azizsoltani. "Risk Estimation of Nonlinear Time Domain Dynamic Analyses of Large Systems." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/624545.

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A novel concept of multiple deterministic analyses is proposed to design safer and more damage-tolerant structures, particularly when excited by dynamic including seismic loading in time domain. Since the presence of numerous sources of uncertainty cannot be avoided or overlooked, the underlying risk is estimated to compare design alternatives. To generate the implicit performance functions explicitly, the basic response surface method is significantly improved. Then, several surrogate models are proposed. The advanced factorial design and Kriging method are used as the major building blocks.
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Jamtsho, Lungten. "Performance load testing and structural adequacy evaluation of road bridge decks." Thesis, Queensland University of Technology, 2011. https://eprints.qut.edu.au/46822/1/Lungten_Jamtsho_Thesis.pdf.

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Many ageing road bridges, particularly timber bridges, require urgent improvement due to the demand imposed by the recent version of the Australian bridge loading code, AS 5100. As traffic volume plays a key role in the decision of budget allocations for bridge refurbishment/ replacement, many bridges in low volume traffic network remain in poor condition with axle load and/ or speed restrictions, thus disadvantaging many rural communities. This thesis examines an economical and environmentally sensible option of incorporating disused flat rail wagons (FRW) in the construction of bridges in lo
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Turek, Jan. "Železobetonová základová vana administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409781.

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The master’s thesis deals with a design of a reinforced concrete foundation of multi-storey office building. The basement of the building is an underground watertight structure. The design of foundations is a combination of a concrete slab and piles. Internal forces were analysed in RFEM software based on finite element method. The structural assessment of underground construction was performed according to ultimate and serviceability limit states. Due to watertight function of construction, the reinforcement was also designed according to non-force effect in early stage.
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Čoček, Jan. "Konstrukční řešení mechanismu napínací kladky zkušebního zařízení." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2015. http://www.nusl.cz/ntk/nusl-231728.

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The aim of this diploma thesis is the design of automatic tensioning device for regulating forces in driving belts of high-pressure pumps under long-term testing, in collaboration with Bosch Diesel s.r.o. in Jihlava. The paper describes the development of the mechatronic device, from the selection of components, going through the design phase of the automatic electronic device, up to mechanical design and prototype execution. An assessment is made of custom device based on the test in real operations and economic benefits for the client are evaluated in the conslusion.
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Obršlík, Petr. "Modelování a statická analýza stropní konstrukce v programu ANSYS." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226805.

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This thesis mainly deals with modeling and static analysis of the ceiling structure in the basic environment of ANSYS. The first part is focused on verifying correctness of the model most stressed parts of the structure with a simple hand-static calculation by the process of stress on a continuous beam. The main part is devoted to modeling composite structure, element types, specifying loads and boundary conditions by ANSYS FEM program. In the end, there are the results of stress and deflection presented, and the structure is evaluated at the ultimate limit state and serviceability limit state
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Kudrna, Jan. "Návrh nosné konstrukce ŽB objektu garáží." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239994.

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The diploma thesis deals with the design and assessment of reinforced concrete structure supporting two-storey building of the underground garage for cars. In the space above the garage is designed open area with public space. The project was designed especially outer water-impermeable construction method white bath and a base plate and a perimeter wall. The structure was designed as a comprehensive model. Computing analyzed by finite element method. All selected elements were assessed at the ultimate limit state and limit state, namely to limit state of cracking load and forced stress.
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Tesař, David. "Polyfunkční dům – železobetonová nosná konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372121.

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The aim of the master‘s thesis is static and structural design of polyfunctional house. The load will be determined according to ČSN EN 1990. The finite element method will be used for the calculation of internal forces. The design will be dimensioned according to ČSN EN 1992. Text part, static calculation and shape and reinforcement drawings will form the output of this work.
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Bobek, Lukáš. "Dálniční estakáda přes široké údolí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265377.

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The aim of this diploma thesis is to design and assess highway bridge. The structure is located on the D1 motorway section bridging a wide valley between the Slovak villages Doľany a Klčov. Three variants have been created – box girder bridge with transverse overhangs, a pair of girder bridge and a pair of box girder bridges. The various proposals were compared with each other. For the most valuable option is selected prestressed box girder bridge with transverse overhangs, which are supported by prefabricated concrete struts. The selected proposal was subsequently elaborated in detail, the lo
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Čačaný, Matej. "Železobetonová nosná konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265326.

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The diploma thesis is focused on design and assessment selected parts of the reinforced concrete structure supporting six storey office building with regard to the ultimate and serviceability limit state.This thesis contains a static calculation and technical drawings of concrete slab above first floor, staircase and two columns. For calculation of internal forces was created a 3D structural model in Scia Engineer 16. Assessment of all designed parts of the structure is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Poruba, Michal. "Návrh sanace sesuvu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227466.

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Main goal of thesis entitled "Landslide remediation design" is - based on acquired knowledge and submitted documents about the problematic of landslides - to determine the causes of the landslides on II. class road between villages Koryčany and Jestřabice and to propose optimal redevelopment.
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Książki na temat "Limit state method"

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M, Pavlovic, ed. Structural concrete: Finite-element analysis for limit-state design. T. Telford, 1995.

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Saxcé, Géry. Limit State of Materials and Structures: Direct Methods 2. Springer Netherlands, 2013.

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Garcea, Giovanni, and Dieter Weichert, eds. Direct Methods for Limit State of Materials and Structures. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-29122-7.

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Weichert, Dieter. Limit States of Materials and Structures: Direct Methods. Springer Netherlands, 2009.

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Spiliopoulos, Konstantinos, and Dieter Weichert, eds. Direct Methods for Limit States in Structures and Materials. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-6827-7.

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Allen, Tony M. Application of the K-̥stiffness method to reinforce soil wall limit states design. Washington State Dept. of Transportation, 2001.

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Mead, Kenneth M. Highway safety: Monitoring practices to show compliance with speed limits should be re-examined : statement of Kenneth M. Mead ... before the Subcommittee on Surface Transportation, Committee on Public Works and Transportation, United States House of Representatives. U.S. General Accounting Office, 1988.

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Mead, Kenneth M. Highway safety: Monitoring practices to show compliance with speed limits should be re-examined : statement of Kenneth M. Mead ... before the Subcommittee on Surface Transportation, Committee on Public Works and Transportation, United States House of Representatives. U.S. General Accounting Office, 1988.

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Mead, Kenneth M. Highway safety: Monitoring practices to show compliance with speed limits should be re-examined : statement of Kenneth M. Mead ... before the Subcommittee on Surface Transportation, Committee on Public Works and Transportation, United States House of Representatives. U.S. General Accounting Office, 1988.

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Office, General Accounting. Highway safety: Monitoring practices to show compliance with speed limits should be reexamined : briefing report to the chairman, Subcommittee on Water Resources, Transportation, and Infrastructure, Committee on Environment and Public Works, U.S. Senate. The Office, 1988.

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Części książek na temat "Limit state method"

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Hernández-Montes, Enrique, and Luisa María Gil-Martín. "The limit state design method." In Concrete Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003169659-3.

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Bhanja, Santanu. "Limit state method as per IS:456." In Reinforced Concrete Design. CRC Press, 2024. http://dx.doi.org/10.1201/9781003415398-9.

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Simon, J. W., and D. Weichert. "Interior-Point Method for Lower Bound Shakedown Analysis of von Mises-Type Materials." In Limit State of Materials and Structures. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5425-6_6.

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Trân, Thanh Ngọc, and Manfred Staat. "An Edge-Based Smoothed Finite Element Method for Primal-Dual Shakedown Analysis of Structures Under Uncertainties." In Limit State of Materials and Structures. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5425-6_5.

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Echerradi, Insaf, Daniel Weisz-Patrault, and Michael Peigney. "A Direct Method for Cyclic Crystal Plasticity with Application to High-Cycle Fatigue." In Direct Methods for Limit State of Materials and Structures. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-29122-7_9.

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Bhanja, Santanu. "Limit state method as per IRC:112-2020 for RC sections." In Reinforced Concrete Design. CRC Press, 2024. http://dx.doi.org/10.1201/9781003415398-15.

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Wang, Xiaoxiao, and Haofeng Chen. "An Introduction to the Probabilistic Linear Matching Method Framework for Structural Integrity Assessment Under Uncertain Design Conditions." In Direct Methods for Limit State of Materials and Structures. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-29122-7_4.

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Stupishin, L. Yu, K. E. Nikitin, and M. L. Moshkevich. "Self-Stressing State and Progressive Limit Method Study of a Flat Strip." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-80482-3_34.

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Křivánek, Roman, and Eliška Vošvrdová. "Experimental examination of the possibilities of geophysical methods in wooded and rugged terrain: case study of the defunct medieval glasswork Vysoká Jedle in the Ore Mountains." In Advances in On- and Offshore Archaeological Prospection. Universitätsverlag Kiel | Kiel University Publishing, 2023. http://dx.doi.org/10.38072/978-3-928794-83-1/p73.

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Rugged and wooded terrains of mountains limit possibilities of archaeological prospection. Various production or exploitation areas are typical for Czech mountain regions. Magnetometer survey of medieval glass works has been standard geophysical method for decades. The other geophysical methods could be also successful in glass furnaces identification or study. Magnetic susceptibility survey with a Multi Kappa instrument observes the state of production feature.
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Sidnei, Stanislav, Mykola Pelypenko, Mykola Grygorian, Mykhailo Kropyva, Ihor Taran, and Serhii Holovchenko. "Hierarchical structure of calculation methods for assessing the fire resistance of enclosure horizontal structures under the limit state of loss of integrity." In ASSESSMENT OF TECHNICAL CONDITION: MEANS OF MEASUREMENT, SAFETY, RISKS. TECHNOLOGY CENTER PC, 2024. https://doi.org/10.15587/978-617-8360-05-4.ch3.

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The chapter presents a hierarchical system of calculation methods for assessing the fire resistance of reinforced concrete slabs upon the onset of the limit state of loss of integrity. Three approaches are proposed: tabular, simplified and refined. The tabular method allows to quickly assess the fire resistance of slabs, the simplified method takes into account structural parameters and loads, and the refined method takes into account detailed characteristics of materials and temperature effects for the most accurate results. Such a system provides designers with flexibility during the design
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Streszczenia konferencji na temat "Limit state method"

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Xu, Jianfeng, Srinivas Vishnubhotla, Olav Aamlid, and Leif Collberg. "Reeling Analysis and Limit State Criteria." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54971.

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Reeling has been an attractive offshore installation method for rigid flowlines and steel catenary risers due to its fast speed, cost effectiveness and reliability. Over years of evolution, it has become a proven technology, and the understanding to the engineering fundamentals is greatly improved as well. Due to the reeling process, the pipeline is plastically deformed; residual stresses, pipe ovality, and pipe out of straightness are increased. The strength, fatigue, and fracture performance of the pipe and the girth weld have to be closely evaluated to insure the pipeline integrity during a
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Bozorgzadeh, N., and J. Harrison. "Observational method in the context of rock engineering limit state design." In The 2016 Isrm International Symposium, Eurock 2016. CRC Press, 2016. http://dx.doi.org/10.1201/9781315388502-126.

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Fujii, Atsushi, Yoshifumi Hayashi, Yoshiharu Shimoda, et al. "A METHOD FOR DETERMINING LIMIT STATE DESIGN WAVE USING PERIOD DISTRIBUTION FUNCTION." In Proceedings of the 2nd International Conference. WORLD SCIENTIFIC, 2004. http://dx.doi.org/10.1142/9789812703040_0031.

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Wei, Hu, Zhao Dong-ping, and Zheng Chang-qing. "Research on Design Verification of Limit State Method for Railway Tunnel Lining." In Proceedings of the 6th International Symposium on Reliability Engineering and Risk Management. Research Publishing Services, 2018. http://dx.doi.org/10.3850/978-981-11-2726-7_cgen06.

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Sarnari, Alberto Jose, and Rastko Zivanovic. "Reliable steady state voltage stability limit estimation using Newton-Raphson-based method." In 2017 Australasian Universities Power Engineering Conference (AUPEC). IEEE, 2017. http://dx.doi.org/10.1109/aupec.2017.8282450.

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Sakai, Shinsuke, and Tomohisa Kumagai. "Application of Limit State Function Method to Statisitcal Analysis of Ballistic Penetration." In 2024 17th Hypervelocity Impact Symposium. American Society of Mechanical Engineers, 2024. https://doi.org/10.1115/hvis2024-107.

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Abstract For the risk evaluation of penetration caused by flying objects onto steel plates, the assessment of penetration probability is required. One simple method to evaluate the penetration probability when given the penetration formula together with the statistical properties of related random parameters is to apply Monte Carlo simulation (MC). However, in risk assessment cases, it is necessary to evaluate extremely small probabilities such as 10-4 or 10-6. To accurately perform this level of evaluation with MC, an enormous number of trial runs is re-quired, making it highly inefficient fo
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Guoqian, Wei, Rao Gang, and Dong Haitao. "Limit State Method Based Finite Element Analysis on the Long-Span Bridge Structure." In 2010 International Conference on Electrical and Control Engineering (ICECE 2010). IEEE, 2010. http://dx.doi.org/10.1109/icece.2010.691.

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Tapia, A., and N. Garcia. "Periodic steady-state solution of a Custom Power Park using the limit cycle method." In 2011 IEEE Power & Energy Society General Meeting. IEEE, 2011. http://dx.doi.org/10.1109/pes.2011.6039156.

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Feng, Xiaowei, and Susan Gourvenec. "A Method for Predicting Six Degrees-of-Freedom Ultimate Limit State of Subsea Mudmats." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23206.

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Rectangular mudmat foundations are extensively deployed in deep waters to support subsea infrastructure leading to renewed interest in optimizing the design of offshore shallow foundations. Offshore industry guidelines (e.g. API RP2GEO and ISO 19901-4) are based on classical bearing capacity theory of a plane strain strip foundation resting on the surface of a uniform Tresca material. More realistic conditions are accounted for through a range of superposed empirical modification factors and the effective width principle. In practice, subsea foundations experience complex loading in six degree
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Morahan, Darren J., and Minaz Lalani. "Fatigue and Ultimate Limit State of Grouted Tubular Joints." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28633.

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A joint industry project commenced in 1993 to develop a design manual for tubular joints, which are strengthened or repaired through chord grout filling. This project was carried out in two phases and was completed in the late 1990’s. The project comprised the conduct of over 200 SCF and ultimate load tests on large scale as-welded and grouted tubular joints. In addition to the testing programme, studies on offshore deployment were carried out to ensure that complete chord grout filling was achievable for all practical scenarios. The primary reason for carrying out this project is the industry
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Raporty organizacyjne na temat "Limit state method"

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Warke. L51822 A Limit States and Reliability-Based Girth Weld Assessment Framework for Long Pipeline Segments. Pipeline Research Council International, Inc. (PRCI), 2000. http://dx.doi.org/10.55274/r0011242.

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This report describes the development of a graphical framework enabling probabilistic assessment of surface-breaking planar defects in pipeline girth welds, in terms of multivariate limit state functions incorporating weld strength mismatch effects. This is part of an ongoing effort by the Welding Research Supervisory Committee to align girth weld fitness-for-service assessment methods with recent advancements in limit states- and reliability-based design for pipelines. A previous three-year program (PR-185-9429) by the same investigators produced a database of partial safety factors (PSFs), c
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Desjardins. L52204 Framework for the Optimization of Inspection Intervals. Pipeline Research Council International, Inc. (PRCI), 2004. http://dx.doi.org/10.55274/r0011352.

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The goal of this project is to develop a methodology to find the optimal inspection timing of pipelines carrying hazardous materials. The four principle parameters affecting the need for inspection are: - Anomaly severity - Deterioration rate Limit state - Consequences of failure In addition to these parameters, considered in this research, uncertainty needs to be understood and accounted for. Knowledge of each of the above parameters is limited by various factors. Morrison has chosen to approach this uncertainty with a probabilistic method that leads to a risk and reliability solution. As app
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Palmer. NR199506 Introduction to Limit-State Reliability Based Pipeline Design. Pipeline Research Council International, Inc. (PRCI), 1995. http://dx.doi.org/10.55274/r0011200.

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�The practical objective of this study is to demonstrate to the pipeline industry that the limit-state and reliability based design methods have a sound and respectable basis which has generated genuinely valuable application. This study outlines the history and background to limit-state and reliability-based design, develops a design methodology and then demonstrates it by application to some real pipeline engineering problems. The study highlights the benefits and identifies any limitations in the methodology and discusses how they might be resolved.
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Turner, Benjamin. Guidance for Factoring Deep Foundation Structural Resistance for Landslide Stabilization and Excavation Support. Deep Foundations Institute, 2023. http://dx.doi.org/10.37308/cpf-2017-land-1.

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Lateral support provided by deep foundations can be an effective means to stabilize existing and potential landslides, and deep foundations contribute to the stability of support-of-excavation systems. However, defining the structural resistance and implementing it in a slope stability analysis that satisfies LRFD requirements is a source of significant confusion and miscommunication among geotechnical and structural designers. This report explains the implications of applying (or not) structural resistance factors at various stages of the analysis. Furthermore, most commercial slope stability
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Strom, Ralph W., and Robert M. Ebeling. Simple Methods Used to Estimate the Limit-State Axial Load Capability of Spillway Invert Slabs. Defense Technical Information Center, 2004. http://dx.doi.org/10.21236/ada427082.

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Nessim and Zhou. L51998 Current Status and Future Development Needs of Limit States Designs for Onshore Pipelines. Pipeline Research Council International, Inc. (PRCI), 2003. http://dx.doi.org/10.55274/r0011219.

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Reliability Based Design and Assessment (RBDA) methods for pipelines have some key benefits, including: consideration of the true structure behavior; achievement of consistent safety levels for all pipelines; optimal decisions that achieve better safety without increasing costs; adaptability to new technologies and unique loading situations; and integration of design and operational decisions. Although a considerable amount of research has been carried out towards the development of RBDA methods for the onshore pipelines, there are several technology gaps that limit the application of such met
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Zhou and Nessim. TDZL969 Application of Reliability-based Design and Assessment to Onshore Natural Gas Pipelines. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0010899.

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This work aims at establishing reliability-based methods as a useable tool for the design and assessment of onshore natural gas pipelines. This work focuses on several practical issues related to the application of ultimate limit state targets for a given pipeline.
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Ndubuaka, Kachi. PR676-233801-R09 Pipe Vulnerability Analysis Methodology. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000142.

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Continuous buried pipelines are generally required to traverse long distances and as such, inevitably pass through unstable landforms which may impart critical levels of stress beyond the intrinsic capacity of the pipelines. The deformational response of buried pipelines subject to relative ground movement is strongly influenced by the geotechnical properties of the immediate backfill and surrounding soil, the size and direction of the soil movement in which the pipeline is embedded, as well as mechanical soil-pipe interaction behavior. With respect to the mode of deformation, relative ground
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Cohen, Deborah J., Annette M. Totten, Robert L. Phillips, Jr., et al. Measuring Primary Healthcare Spending. Agency for Healthcare Research and Quality (AHRQ), 2024. http://dx.doi.org/10.23970/ahrqepctb44.

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Background. Policy leaders and researchers have identified a range of primary care spending conceptualizations, developed frameworks and methods for measuring primary care spending, and documented the pros and cons of different approaches. However, these efforts have not been comprehensive, particularly as the number of estimates has grown. We continue this work by identifying the definitions, data sources, and approaches used to estimate primary care spending in the United States. Our objective was to identify where there is and is not consensus across methods, and how initial steps toward a
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Christine, Lozano, and Riveros Guillermo. Classical and innovative methods of fatigue and fracture repairs in navigation steel structures. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40422.

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Most of the hydraulic steel structures (HSS) in the U.S. have reached or have past their design life, which leads to unsatisfactory performance. Welded connections with low fatigue resistance, poor weld quality, unanticipated structural behavior, or unexpected loading due to the deterioration of the design boundary conditions are the causes of fatigue cracking. The purpose of this report is to identify and evaluate the traditional and new methods used for fatigue and fracture repairs in navigation steel structures to restore their load carrying capacity and fatigue and fracture resistance. The
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