Relevant bibliographies by topics / FEMA DOCUMENT

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'FEMA DOCUMENT'

Author: Grafiati
Published: 11 September 2023
Last updated: 31 July 2025

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Journal articles on the topic "FEMA DOCUMENT"

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Lukkunaprasit, Panitan, Nuttawut Thanasisathit, and Harry Yeh. "Experimental Verification of FEMA P646 Tsunami Loading." Journal of Disaster Research 4, no. 6 (2009): 410–18. http://dx.doi.org/10.20965/jdr.2009.p0410.

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The 2004 catastrophe of the Indian Ocean tsunami prompted scientists and engineers to develop better guidelines for economically designed essential buildings that are capable of withstanding tsunami forces. A recent design guidelines document – FEMA P646 [1] published by the US Federal Emergency Management Agency (FEMA) – proposes a practical method to estimate the tsunami design forces at a given locality with a known maximum tsunami runup height. This paper focuses on verifying the method stipulated in FEMA P646 through laboratory experiments, assuming the beach condition similar to Kamala b
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Malley, James O., Charles J. Carter, and C. Mark Saunders. "Seismic Design Guidelines and Provisions for Steel-Framed Buildings: FEMA 267/267A and 1997 AISC Seismic Provisions." Earthquake Spectra 16, no. 1 (2000): 179–203. http://dx.doi.org/10.1193/1.1586090.

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One of the important surprises of the Northridge earthquake of January 17, 1994, was the widespread and unanticipated brittle fracture of welded steel beam-to-column connections. Although no casualties or collapses occurred during the Northridge earthquake as a result of these connection failures, and many WSMF buildings were not damaged at all, a wide spectrum of brittle connection damage did occur, ranging from minor cracking to completely severed columns. This paper summarizes two of the most important documents that have been developed in response to the damage suffered to steel moment fra
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Han, Sharon. "Weathering the Twitter Storm." Information Technology and Libraries 38, no. 2 (2019): 37–48. http://dx.doi.org/10.6017/ital.v38i2.11018.

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After a disaster, news reports and online platforms often document the swift response of public libraries supporting their communities. Despite current scholarship focused on social media in disasters, early uses of social media as an extension of library services require further scrutiny. The Federal Emergency Management Agency (FEMA) recognized Hurricane Sandy as one of the earliest U.S. disasters in which first responders used social media. This study specifically examines early uses of Twitter by selected public libraries as an information tool during Sandy’s aftermath. Results can inform
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Ismail, Refaat Taleb, K. Rama Mohana Rao, and Srikanth Devi. "Estimation of Lateral Load Distribution Pattens in Nonlinear Static Procedures for RCC Framed Buildings." International Journal for Research in Applied Science and Engineering Technology 11, no. 1 (2023): 356–63. http://dx.doi.org/10.22214/ijraset.2023.48575.

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Abstract: In the context of the seismic evaluation of building structures, nonlinear static analysis that makes use of pushover processes is becoming an increasingly common technique in engineering practice. In order to carry out a pushover study, the document FEMA-356 (2000) suggests using a variety of distributions of lateral forces. The use of these force distributions, on the other hand, does not adequately reflect the effects of modifying dynamic parameters across the inelastic response or the influence of higher modes. Four different lateral load patterns are investigated in this body of
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Sobelson, PhD, Robyn K., Corinne J. Wigington, MPH, and Victoria Harp, BA. "A whole community approach to emergency management: Strategies and best practices of seven community programs." Journal of Emergency Management 13, no. 4 (2015): 349. http://dx.doi.org/10.5055/jem.2015.0247.

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Objective: In 2011, the Federal Emergency Management Agency (FEMA) published the Whole Community Approach to Emergency Management: Principles, Themes, and Pathways for Action, outlining the need for increased individual preparedness and more widespread community engagement to enhance the overall resiliency and security of communities. However, there is limited evidence of how to build a whole community approach to emergency management that provides real-world, practical examples and applications. This article reports on the strategies and best practices gleaned from seven community programs fo
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Mayes, Ronald, Nicholas Wetzel, Ben Weaver, et al. "Performance based design of buildings to assess damage and downtime and implement a rating system." Bulletin of the New Zealand Society for Earthquake Engineering 46, no. 1 (2013): 40–55. http://dx.doi.org/10.5459/bnzsee.46.1.40-55.

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The Christchurch earthquakes have highlighted the mismatch in expectations between the engineering profession and society regarding the seismic performance of buildings. While most modern buildings performed as expected, many buildings have been, or are to be, demolished. The ownership, occupancy, and societal costs of only targeting life-safety as the accepted performance standard for building design are now apparent in New Zealand.
 While the structural system has a significant effect on the seismic performance of the entire building, including the contents, it is only about 20% of the
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Celenza, James. "Protecting Disaster Site, Support, and Recovery Workers." NEW SOLUTIONS: A Journal of Environmental and Occupational Health Policy 18, no. 3 (2008): 329–32. http://dx.doi.org/10.2190/ns.18.3.f.

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When a disaster strikes, FEMA activates the worker safety and health provisions (annex document) of the National Response Plan (NRP). The annex describes actions needed to ensure that threats to safety and health are recognized, evaluated, and controlled consistently so that responders are properly protected during incident management operations. The activation of the Worker Safety and Health Annex gives the Occupational Safety and Health Administration (OSHA) the responsibility to coordinate a comprehensive response involving federal, state, and local agencies and private-sector organizations
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Robertson, Ian, Gary Chock, and Juan Morla. "Structural Analysis of Selected Failures Caused by the 27 February 2010 Chile Tsunami." Earthquake Spectra 28, no. 1_suppl1 (2012): 215–43. http://dx.doi.org/10.1193/1.4000035.

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Following the 2010 Chile earthquake and tsunami, the authors participated in the EERI reconnaissance team that traveled to Chile to document damage and structural performance. The authors focused on tsunami damage following the earthquake. A summary of tsunami damage to structures is given. Based on a series of well-defined structural element failures at sites where inundation depth was measured, the team was able to evaluate the hydrodynamic loading required to cause these failures and derive estimated lower bound flow velocity overland during the event. It was estimated that the velocity exc
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Zsarnóczay, Ádám, Tamás Balogh, and László Gergely Vigh. "On the European Norms of Design of Buckling Restrained Braced Frames." Open Civil Engineering Journal 11, no. 1 (2017): 513–30. http://dx.doi.org/10.2174/1874149501711010513.

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The application of buckling restrained braced frames is hindered in Europe by the absence of a standardized design procedure in Eurocode 8, the European seismic design standard. The presented research aims to develop a robust design procedure for buckling restrained braced frames. A design procedure is proposed by the authors. Its performance has been evaluated for buckling restrained braced frames with two-bay X-brace type brace configurations using a state-of-the-art methodology based on the recommendations in the FEMA P695 document. A special numerical material model was developed within th
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Ergunes, Orhan Ilkay, and Tulay Aksu Ozkul. "Seismic Assessment of Tall Buildings Designed According to the Turkish Building Earthquake Code." Civil Engineering Journal 8, no. 3 (2022): 567–79. http://dx.doi.org/10.28991/cej-2022-08-03-011.

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For the first time, the 2018 edition of the Turkish Building Earthquake Code has added a dedicated chapter for the design of high-rise buildings in earthquake-prone areas. Keeping in view the widely practised design option of rigid shear walls at the centre of a high-rise structure, the latest code has additionally defined limits for shear-wall axial forces in high-rise buildings. The new shear-wall axial force limits have not been independently investigated for optimal design and criticality. This calls for a detailed investigation of the newly defined axial force limits for the design of hig
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Dissertations / Theses on the topic "FEMA DOCUMENT"

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Cosgrove, Samantha Jo. "Drop, Cover, and Hold On: Analyzing FEMA's Risk Communication through Visual Rhetoric." Scholar Commons, 2016. http://scholarcommons.usf.edu/etd/6211.

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This project seeks to understand the relationship between visual rhetoric and power structure between FEMA’s Earthquake publications and their audience. Research shows images leave a longer impression on readers than text, causing more studies to focus on visuals rather than just text in technical communication. Author uses Critical Discourse Analysis to analyze the images in relation to text, design, and intended audience to determine what information is being privileged. It is determined that homeowners are being privileged with information over non-homeowners, established through a collecti
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Borowiec, Anita. "New acrolein production route starting from alcohols mixtures over FeMo-based catalysts." Thesis, Lille 1, 2016. http://www.theses.fr/2016LIL10153/document.

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L'acroléine est le plus simple des aldéhydes insaturés, qui - en raison de sa réactivité élevée - trouve des applications comme produit intermédiaire dans l'industrie chimique (par exemple pour la synthèse d'acide acrylique et la production de méthionine (i.e. acide aminé essentiel)). Récemment, on a observé une augmentation de la demande mondiale de produits dérivés de l'acroléine, qui devrait croître de façon continue au cours des prochaines années. De nos jours, l’acroléine est obtenue par oxydation du propylène, et donc ce procédé est basé sur des ressources fossiles qui ne cessent de décr
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Sarkar, Prasanta. "Simulation de l'érosion de cavitation par une approche CFD-FEM couplée." Thesis, Université Grenoble Alpes (ComUE), 2019. http://www.theses.fr/2019GREAI016/document.

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Ce travail de recherche est dédié à la compréhension des mécanismes physiques de l’érosion de cavitation dans un fluide compressible à l’échelle fondamentale de l’implosion d’une bulle de cavitation. Suite à l’implosion d’une bulle de vapeur à proximité d’une surface solide, des très hautes pressions sont générées. Ces pressions sont considérées responsables de l’endommagement (érosion) des surfaces solides observé dans la plupart des applications. Notre approche numérique démarre avec le développement d’un solveur compressible capable de résoudre les bulles de cavitation au sein du code volum
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Ifis, Abderrazzaq. "La nouvelle approche hybride MAX-FEM pour la modélisation thermomécanique des couches minces." Thesis, Université de Lorraine, 2014. http://www.theses.fr/2014LORR0044/document.

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De cette thèse, une nouvelle méthode éléments finis hybride MAX-FEM dédiée à la modélisation thermomécanique des structures avec couches minces a été développée. Cette nouvelle approche se base sur un couplage analytique-numérique de deux méthodes : les Développements Asymptotiques Raccordés (MAE) et la Partition de l'Unité (PUM). Ce couplage consiste à construire l'enrichissement de la PUM par MAE est mène à une forme corrigée de la méthode des éléments finis classique (FEM). Cette correction est obtenue à travers des matrices de correction contenant les informations géométriques et caractéri
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Bourrel, Tristan. "Influence des longueurs internes sur la tenue mécanique d'un film anti-rayure." Thesis, Strasbourg, 2017. http://www.theses.fr/2017STRAE002/document.

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Notre connaissance des effets d'une rayure sur les surfaces polymères reste à approfondir. L'expérimentation donne des observations précieuses des phénomènes qui apparaissent durant la rayure, cependant, l'accès aux champs de contraintes et de déformations dans le matériau n'est pas possible, ce qui est pourtant un élément clé pour la prédiction de l'amorce des fissures.Nous utilisons un essai de rayure sur des matériaux transparents, qui permet la visualisation in situ des endommagements, des dimensions de la zone de contact et du frottement. Les endommagements, en termes de craquelures, fiss
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Hammood, Mohammed Naji. "A Meso-Macro Numerical Approach for Chloride Diffusivity Modeling Taking into Account Chloride Binding and Crack Evolution in Concrete." Thesis, Nantes, 2017. http://www.theses.fr/2017NANT4066/document.

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La pénétration des ions chlorure est la principale cause de la dégradation des structures en béton, par corrosion des armatures, entraînant un impact sévère sur leur durabilité et leur durée de vie. La pénétration de ces agents agressifs pourrait être favorisée davantage par la présence de fissures. Dans cet thèse, nous avons utilisé la méthode des éléments finis (EF) pour résoudre l'équation de la loi de Fick couplée à la capacité de fixation d’ions chlorure afin de modéliser la diffusion des ions chlorure à l’échelle mésoscopique. Dans un premier temps, nous avons considéré une représentatio
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Wenzel, Christian. "Local FEM Analysis of Composite Beams and Plates : free-Edge effect and Incompatible Kinematics Coupling." Thesis, Paris 10, 2014. http://www.theses.fr/2014PA100107/document.

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Cette thèse traite des problèmes des concentrations de contraintes locales, en particularité des effets des bords libres dans des structures stratifiés. À l'interface entre deux couches avec des propriétés élastiques différentes, les contraintes ont un comportement singulier dans le voisinage du bord libre en supposant un comportement de matériau élastique linéaire. Par conséquent, ils sont essentiels pour promouvoir le délaminage. Via Formulation unifiée de la Carrera (CUF) différents modèles cinématiques sont testés dans le but de capter les concentrations de contraintes. Dans la première pa
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Chen, Shuai. "Investigation of FEM numerical simulation for the process of metal additive manufacturing in macro scale." Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEI048/document.

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La fabrication additive (FA) est devenue une nouvelle alternative pour la fabrication des pièces dans l'industrie. Cependant, il existe encore des limites pour ce procédé, en particulier la forme finale défavorable et les propriétés macroscopiques indésirables des pièces métalliques construites dans les systèmes de FA. La distorsion ou la fissure due à la contrainte résiduelle de ces pièces pose généralement de graves problèmes pour certains types de technologie de la FA métallique. Dans un système de FA, la qualité finale d'une pièce métallique dépend de nombreux paramètres de procédé, qui so
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Cheng, Xianchao. "Contraintes thermiques dans les dépôts de couches minces pour les optiques rayons-X sous forte charge thermique." Thesis, Grenoble, 2014. http://www.theses.fr/2014GRENY028/document.

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Les optiques multicouches pour rayons-X sont généralement constituées de centaines de périodes de couches alternées. L'épaisseur d'une période est de quelques nanomètres. Une multicouche est souvent déposée sur un substrat de silicium avec une taille typique de 60 × 60 × (60~300) mm3. Le rapport de dimensions (~107) entre la taille de l'optique et de l'épaisseur de l'empilement est très élevé et il peut conduire à un très grand nombre d'éléments (~1016). Certains éléments spéciaux avec fonctions de couche sont disponibles dans ANSYS (de 2011), ce qui signifie que les propriétés de chaque couch
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Amdouni, Saber. "Numerical analysis of some saddle point formulation with X-FEM type approximation on cracked or fictitious domains." Thesis, Lyon, INSA, 2013. http://www.theses.fr/2013ISAL0007/document.

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Ce mémoire de thèse à été réalisée dans le cadre d'une collaboration scientifique avec "La Manufacture Française des Pneumatiques Michelin". Il porte sur l'analyse mathématique et numérique de la convergence et de la stabilité de formulations mixtes ou hybrides de problèmes d'optimisation sous contrainte avec la méthode des multiplicateurs de Lagrange et dans le cadre de la méthode éléments finis étendus (XFEM). Tout d'abord, nous essayons de démontrer la stabilité de la discrétisation X-FEM pour le problème d'élasticité linéaire incompressible en statique. Le deuxième axe, qui représente le c
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Books on the topic "FEMA DOCUMENT"

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Lew, H. S. Supporting document for rehabilitation cost estimates of FEMA buildings. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Lew, H. S. Supporting document for rehabilitation cost estimates of FEMA buildings. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Lew, H. S. Supporting document for rehabilitation cost estimates of FEMA buildings. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1999.

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Çelebi, Mehmet. Seismic instrumentation of federal buildings: A strawman draft document for consideration by federal agencies, presented at the NEP meeting, July 8, 1997, FEMA building, Washington, D.C. U.S. Geological Survey, 1997.

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Çelebi, Mehmet. Seismic instrumentation of federal buildings: A strawman draft document for consideration by federal agencies, presented at the NEP meeting, July 8, 1997, FEMA building, Washington, D.C. U.S. Geological Survey, 1997.

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Guzun, Vadim. Foametea, piatiletka și ferma colectivă: Documente diplomatice românești, 1926-1936. Editura Universității de Nord, 2011.

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1798-1870, Baillargeon Charles-François, and Église catholique. Archidiocèse de Québec. Administrateur (1855-1867 : Baillargeon), eds. Circulaire: Permettez-moi d'appeler l'attention de Votre Grandeur sur le document ci-joint, qui lui fera connaître toute l'étendue de la calamité dont la ville de Québec vient d'être affligée .. s.n., 1986.

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Aguilar Silva, Claudia. Técnicas de la Investigación. Universidad Nacional Autónoma de México, Facultad de Estudios Superiores Aragón, 2022. http://dx.doi.org/10.22201/fesa.9786073064576e.2022.

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Este texto ayuda a abordar herramientas que los estudiantes emplearán dentro y fuera de la licenciatura, como redactar adecuadamente, revisar fuentes, citar y realizar críticas a documentos, utilizar de manera correcta el método científico, así como construir instrumentos de recolección de datos son habilidades que puedes emplear no solo en la escuela, también en cualquier ámbito de la vida
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US GOVERNMENT. 21st Century Essential Guide to Volcano Survival and Response: U.S. Geological Survey (USGS) and Federal Emergency Management Agency (FEMA) Documents (CD-ROM). Progressive Management, 2005.

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US GOVERNMENT. 21st Century Essential Guide to Earthquake Survival: Major Collection of USGS, FEMA, and CDC Documents with Scientific and Threat Data, Structure and Construction Safety-¿Technical and Scientific Reference (CD-ROM). Progressive Management, 2005.

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Book chapters on the topic "FEMA DOCUMENT"

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Brumana, Raffaella, Stefano Roascio, Dario Attico, Maria Radoslavova Gerganova, and Nicola Genzano. "Paradata to Reuse Holistic HBIM Quality Models in the SCAN-to-HBIM-to-VR Process. The Mausoleum of Cecilia Metella and the Castrum Caetani." In Lecture Notes in Computer Science. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-78590-0_13.

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AbstractThe multiplication of efforts to digitize complex architectural and archaeological heritage sites in the form of informative models increasingly requires to document survey and modelling methods through qualitative and quantitative parameters to ensure mutual trustworthiness and proper re-use for different purposes by the potential multiple users, as well as the citation of the contributors’ data source (archaeologists, designers, conservators, civil engineers, geologists, XR-VR developers). The HBIM of the Mausoleum of Cecilia Metella and the Castrum Caetani (Rome, Italy), is part of
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Manen, Claire. "Les récipients et ustensiles en pierre." In Klimonas. CNRS Éditions, 2024. http://dx.doi.org/10.4000/129kc.

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Cet article présente une description des récipients et ustensiles de pierre de Klimonas : les segments de la chaîne opératoire de façonnage, les caractéristiques morphologiques et les potentielles gammes fonctionnelles de ces contenants. Les récipients et ustensiles de pierre s’intègrent dans la sphère d’exploitation des ressources minérales et participent à la préparation et à la consommation des aliments, mais également à la transformation de matières non alimentaires. Ces récipients, tous en calcaire, sont de forme très simple (majoritairement : bols, bols-mortiers ou bassins hémisphériques
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Alsahly, Abdullah, Hoang-Giang Bui, Lukas Heußner, et al. "Digital Design in Mechanized Tunneling." In Interaction Modeling in Mechanized Tunneling. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-24066-9_6.

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AbstractDigital design methods are constantly improving the planning procedure in tunnel construction. This development includes the implementation of rule-based systems, concepts for cross-document and -model data integration, and new evaluation concepts that exploit the possibilities of digital design. For planning in tunnel construction and alignment selection, integrated planning environments are created, which help in decision-making through interactive use. By integrating room-ware products, such as touch tables and virtual reality devices, collaborative approaches are also considered, i
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Wilhite, Donald A., and Mark D. Svoboda. "Monitoring Drought in the United States: Status and Trends." In Monitoring and Predicting Agricultural Drought. Oxford University Press, 2005. http://dx.doi.org/10.1093/oso/9780195162349.003.0017.

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Drought occurs somewhere in the United States almost every year and results in serious economic, social, and environmental costs and losses. Drought is more commonly associated with the western United States because much of this region is typically arid to semiarid. For example, this region experienced widespread drought conditions from the late 1980s through the early 1990s. The widespread and severe drought that affected large portions of the nation in 1988 resulted in an estimated $39 billion in impacts in sectors ranging from agriculture and forestry to transportation, energy production, w
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Balder A.T. "Geotechnical Risk Management for Museum “Our Lord in the Attic” Amsterdam." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-148.

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The paper describes the geotechnical design and execution challenges in underground construction in the historical center of Amsterdam. The geotechnical design and risk management approach of the total works wills be presented in detail, with special attention to the specific geotechnical conditions in Amsterdam and the Geo-RM risk document. The design results, using FEM calculations will be mentioned shortly and the risk control during execution of the works will be presented and discussed. The design contains special geotechnical features such as trenching to remove underground obstacles, sp
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Balder A.T. "Geotechnical Risk Management for Museum “Our Lord in the Attic” Amsterdam." In Geotechnical Safety and Risk V. IOS Press, 2015. https://doi.org/10.3233/978-1-61499-580-7-150.

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The paper describes the geotechnical design and execution challenges in underground construction in the historical center of Amsterdam. The geotechnical design and risk management approach of the total works will be presented in detail, with special attention to the specific geotechnical conditions in Amsterdam and the GeoRM risk document. The design results, using FEM calculations will be mentioned shortly and the risk control during execution of the works will be presented and discussed. The design contains special geotechnical features such as trenching to remove underground obstacles, spec
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Basavaraju, Chakrapani, and Jason Lambin. "Subsection NB—Class 1 Components." In Companion Guide to the ASME Boiler & Pressure Vessel Codes, Volume 1, Sixth Edition. ASME Press, 2023. http://dx.doi.org/10.1115/1.886519_ch6.

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Abstract This chapter discusses the structural limits in Section III NB and Section VIII Division 2 as related to specific structural failure modes considered applicable to pressure vessel and piping design. The rules and requirements for Section III NB and Section VIII Division 2 are based on the design-by-analysis philosophy addressing specific structural failure modes of structural collapse, rupture, instability, fatigue, and progressive deformation. The chapter begins with a discussion on the interactions between materials, environments, mechanical, and thermal loads as aided by other disc
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Alarcon, Vladimir J., Joseph D. Nigro, William H. McAnally, Charles G. O’Hara, Edwin T. Engman, and David Toll. "Assessment of NASA’s Physiographic and Meteorological Datasets as Input to HSPF and SWAT Hydrological Models." In Geographic Information Analysis for Sustainable Development and Economic Planning. IGI Global, 2013. http://dx.doi.org/10.4018/978-1-4666-1924-1.ch001.

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This chapter documents the use of simulated Moderate Resolution Imaging Spectroradiometer land use/land cover (MODIS 12 Q1), NASA-LIS generated precipitation and evapo-transpiration (ET), and Shuttle Radar Topography Mission (SRTM) datasets (in conjunction with standard land use, topographical and meteorological datasets) as input to hydrological models routinely used by the watershed hydrology modeling community. The study is focused in coastal watersheds in the Mississippi Gulf Coast, although one of the test cases focuses in an inland watershed located in northeastern Mississippi, USA. The
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Quinteros S. and Schneider H.R. "Case history: Influence of ground water level on vibrations induced by heavy forging hammers." In Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-801-4-1809.

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Heavy forging hammers in an industrial complex in Switzerland produce vibrations which are felt in surrounding residential areas as far away as 800 m. The current case history documents several campaigns of recording vibrations at the source as well as received in a 3-storey house at a distance of 410 m from the forging hammers. The vibrations recorded on the third floor of the house clearly exceeded the acceptable values at certain times, whereas they did not exceed the limits at other times. The relevant subsoil conditions and properties are known from seismic and geotechnical investigations
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Burch Rius, Josep, Pere Castanyer i Masoliver, Josep Maria Nolla Brufau, and Joaquim Tremoleda Trilla. "Cuines i espais de cuina en el món rural d’època romana del nord-est hispànic." In Cooking, kitchen and food in rural areas during the Roman period. Documenta Universitaria, 2019. https://doi.org/10.33115/c/9788499845005_5.

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Totes les cultures antigues i modernes han desenvolupat uns costums culinaris que els són característics. Més enllà dels gustos a la cuina, l’arqueologia documenta els elements materials on es realitzava aquest procediment de transformació alimentària. Amb aquesta intenció, a les comarques gironines fem un breu repàs, sense ànim de ser exhaustius, dels principals exemples de cuines i fogons on es cuinava en els establiments rurals. Comencem amb un exemple del món de l’ibèric final com és la ben coneguda granja indígena de Can Pons. Seguirem amb el gruix principal de l’estudi, que està format p
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Conference papers on the topic "FEMA DOCUMENT"

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Ma, Ran, Chul-Woo Kim, and Daigo Kawabe. "Point cloud-based geometry updating and finite element analysis of railway bridge pier." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0972.

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<p>This study presents a novel approach to updating the geometry of railway bridge piers using 3D reconstruction techniques integrated with finite element analysis (FEA). Combining photogrammetry and laser scanning, the proposed method generates high-fidelity digital models that accurately reflect the structural and geometric characteristics of bridge piers. A case study involving a railway bridge pier demonstrates the method’s effectiveness, achieving centimeter-level accuracy in dimension evaluation compared to design documents. Additionally, the updated finite element model successful
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Diler, Erwan, Yves Zannier, Alexandre Billot, Flavien Vucko, and Tiphaine Lutzler. "Experimental Study and Finite Element Modelling of the Cathodic Protection Influence on Parallel Pipelines During Maintenance Operations." In CONFERENCE 2024. AMPP, 2024. https://doi.org/10.5006/c2024-20713.

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Abstract Dense buried pipelines network, such as in implemented in parallel, can be installed in different process and storage mills, such as geological gas and hydrocarbon storages. Their corrosion resistance is ensured by a combination of organic coating and cathodic protection (CP). For maintenance operation on a specific pipeline, the CP can be turned off for safety reasons. Thus, the operated pipeline can be affected by CP influence from other surrounding protected ones. This phenomenon is supported in the field by different pigging inspections, highlighting local corrosion induced by out
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Kamitani, Hiroki, Hisashi Amaya, Keiichi Kondo, and Yuji Arai. "Optimization of Side-Groove Configuration of NACE Method D Testing." In CONFERENCE 2023. AMPP, 2023. https://doi.org/10.5006/c2023-19218.

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Abstract NACE TM0177-2016 Method D testing is a common methodology to evaluate sulfide stress cracking performance in a sour environment. In this methodology, fracture surfaces are evaluated and some invalid cases are documented in accordance to TM0177 Method D 11.6.1. Specifically, edge cracks which occur from the bottom of side groove and prevents crack propagation is a key issue for this methodology and the optimization of side-groove configuration from V shaped side groove to U shaped side groove has been studied to prevent the occurrence. It was revealed that U shaped side groove can redu
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Parker, Stephen M., Matthew C. Walter, and Daniel V. Sommerville. "Effects of Multiple Co-Linear Flaws on Crack Opening Area." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63689.

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Cracking in boiling water reactor (BWR) core shroud welds has been identified in operating nuclear plants worldwide. The nuclear industry has taken extensive efforts to disposition and evaluate core shroud cracking, most notably within the BWR Vessel and Internals Project (BWRVIP) where many industry guidance documents have been published regarding core shroud integrity [1, 2, 3, 4]. This guidance is predominately focused on evaluating crack stability. Calculating through-wall leakage was not previously a focus of the existing BWRVIP inspection and evaluation (I&E) guidelines for the core
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Liu, Lin, and David Binney. "Nonlinear Finite Element Analysis of a Sharp Radius on the Shank of a Ring Locked Stud." In Vertical Flight Society 78th Annual Forum & Technology Display. The Vertical Flight Society, 2022. http://dx.doi.org/10.4050/f-0078-2022-17618.

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This paper documents an investigation of the effect of a sharp radius on the shank of a ring locked stud. An industry specification for studs does not define a minimum size for the radius and very sharp radii have been found during inspection of some studs. Finite element analysis (FEA) is used to evaluate the stud as part of an assembled joint subject to fatigue loading. A parametric study is conducted, and high-fidelity modeling is adopted to correlate the FEA results with stud testing results. After a validated FEA model is confirmed, the elastic-plastic stress strain curve is applied in th
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Udoyen, Nsikan, and David W. Rosen. "Description Logic Representation of Finite Element Analysis Models for Automated Retrieval." In ASME 2006 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/detc2006-99451.

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Adaptive reuse of archived parametric finite element analysis (FEA) models to model similar, new problems is an important part of the process of learning to apply the finite element method to specific domains. Retrieval of relevant archived models and supporting documents from electronic repositories is difficult when a modeler is unable to describe information needs precisely in a query using keywords. The use of description logic concepts to describe archived models and build expandable classification hierarchies to facilitate retrieval is proposed and illustrated. A domain-independent retri
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Abrahamsen, Bjørn Christian, and Øyvind Hellan. "Local Structural Response of Stiffened Steel Panels due to Wave Impact: Calculated Responses From Measured Slamming Pressures Vs. Hydroelastic Measurements." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-127219.

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Abstract Design of offshore structures must be designed against wave impacts. The local structural integrity of the stiffened panels is often checked by finite element analysis (FEA). The design critical slamming loads used as input to the FEA is often obtained from model tests in ocean basins or towing tanks. The slamming pressure measurements and corresponding response calculations are not trivial and for practical reasons calculations do not normally account for any hydro-elastic effects, except perhaps added mass. So how accurate are such FEA calculations? This document describes a classic
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Smith, Steven M., and David N. Hutula. "Twice-Yield Method Abaqus Implementation With Application to a Thermally Shocked Stepped Pipe." In ASME 2021 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/pvp2021-61367.

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Abstract The Twice-Yield method is an elastic-plastic finite element analysis (FEA) pioneered by Professor Arturs Kalnins at Lehigh University which approximates the stabilized cyclic response that would otherwise be obtained from a cycle-by-cycle elastic-plastic FEA. The Twice-Yield method is used to evaluate the load range conditions which occur between any two load states from the stabilized cyclic structural response. The rigorous implementation of the Twice-Yield method requires special handling of material properties. In particular, the method requires the average of the properties corre
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Sva¨rd, Bjo¨rn, Jan-Anders Larsson, Philip Ma˚rtensson, and Bjo¨rn Lundin. "Experiences From Structural Dynamic Analysis Projects of BWR Plants Within the Scope of Power Uprate Projects Using FEA." In 18th International Conference on Nuclear Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/icone18-30189.

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During recent years, power-uprate projects have been executed at several BWR-units in Sweden. As part of these projects, structural verification of the safety-related buildings as well as the new and old internal parts of the reactor pressure vessel, RPV, has been performed. In this document, some experiences will be presented from structural dynamic verification, using finite element analysis, FEA, within the scope of these power uprate projects. From this work, a number of conclusions can be drawn. Global models with dense meshes can successfully be used for a broad range of applications. To
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Wa¨stberg, Stig, Henryk Pisarski, and Ba˚rd Nyhus. "Guidelines for Engineering Critical Assessments for Pipeline Installation Methods Introducing Cyclic Plastic Strain." In ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51061.

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Conventional flaw assessment procedures are not explicitly developed for situations with large cyclic plastic strains, e.g. for pipelines installed by the Reeling method, and if used indiscriminately may give un-reliable results. In order to resolve this dilemma DNV, TWI and Sintef conducted a Joint Industry Project (Fracture Control for Installation Methods Introducing Cyclic Plastic Strain – Development of Guidelines for Reeling of Pipelines) to provide guidelines on testing and assessment procedures that can be employed by the industry. The project included Materials Testing, FEM Analyses a
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Reports on the topic "FEMA DOCUMENT"

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Lew, H. S. Supporting document for rehabilitation cost estimates of FEMA existing buildings. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6315.

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McKinnon, Mark B., and Daniel Madrzykowski. Four Firefighters Burned in Residential House Fire - Georgia. UL's Fire Safety Research Institute, 2022. http://dx.doi.org/10.54206/102376/gekk4148.

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On September 3, 2018, two career Fire Lieutenants and two career Firefighters suffered burn injuries as a result of a residential structure fire. On September 10, 2018, personnel representing several other fire departments in the area, including a member of the Fire Safety Research Institute (FSRI) Advisory Board visited the fire scene to document the incident and collect material samples from the structure. The narrative and analysis presented in this report rely on the photographs and evidence collected on September 10, 2018, dispatch transcript [5] and videos recorded at the time of the inc
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Vail, Kylin, Bret Lizundia, David Welch, and Evan Reis. Earthquake Damage Workshop (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/plbd5536.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Porter, Ben. FEMC Field Standards of Practice (2023). Forest Ecosystem Monitoring Cooperative, 2023. http://dx.doi.org/10.18125/69327f.

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The FEMC is firmly committed to practicing the principles of Diversity, Equity, Inclusion, and Justice (DEIJ). We believe that this document is made complete by incorporating DEIJ principles into all aspects of the field program. We recognize that we still have so much learning to do in this sphere, as individuals and as an organization, and therefore we are committed to modifying this document as frequently as needed to reflect that.
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/vsjs5869.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Budzich, Jeffrey. PR-685-184506-R08 Field Validation of VIV Initiation Within Waterways. Pipeline Research Council International, Inc. (PRCI), 2022. http://dx.doi.org/10.55274/r0012215.

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The purpose of this document is to compare a pipeline's natural frequencies obtained from finite element analysis (FEA) and those derived from the vibration data obtained in the field. The FEA model was developed from inputs such as elevation of pipeline's centerline, elevation of ground, properties of soil (assumed), geometry of the pipeline cross section, intermediate pipe supports (if any) and loading. Field data were obtained from accelerometer installed on the pipeline. Note this effort is one component of the larger multifaceted Modernize the Assessment of Pipeline Water Crossings projec
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/dqhf2112.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Krishnamurthy, Ravi, and Udayansankar Arumugam. PR-328-223807-R01 Development of guidance document for performing ECA in accordance with Megarule. Pipeline Research Council International, Inc. (PRCI), 2023. http://dx.doi.org/10.55274/r0000037.

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Dents and mechanical damage in pipelines can present a threat to pipeline integrity that requires proactive management. The focus of this document is on dent strain assessment and mitigating the possible initiation of a crack within the dent. The objective of this MD-5-03 project is to develop and deliver a technical guidance document on mechanical damage engineering critical assessment (ECA) comprising a set of guidelines and assessment procedures, which pipeline operators could utilize as part of a dent ECA. The research consists of two tasks, namely, Task 1: Establish dent strain limit usin
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Martín, A., L. Cirrottola, A. Froehly, R. Rossi, and C. Soriano. D2.2 First release of the octree mesh-generation capabilities and of the parallel mesh adaptation kernel. Scipedia, 2021. http://dx.doi.org/10.23967/exaqute.2021.2.010.

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This document presents a description of the octree mesh-generation capabilities and of the parallel mesh adaptation kernel. As it is discussed in Section 1.3.2 of part B of the project proposal there are two parallel research lines aimed at developing scalable adaptive mesh refinement (AMR) algorithms and implementations. The first one is based on using octree-based mesh generation and adaptation for the whole simulation in combination with unfitted finite element methods (FEMs) and the use of algebraic constraints to deal with non-conformity of spaces. On the other hand the second strategy is
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