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Статті в журналах з теми "Structural failures – Investigation"
Barone, Pier, and Rosa Di Maggio. "Forensic Investigations of Geohazards: The Norcia 2016 Earthquake." Geosciences 8, no. 9 (August 23, 2018): 316. http://dx.doi.org/10.3390/geosciences8090316.
Повний текст джерелаZhang, Weihua, Pingbo Wu, Xuejie Wu, and Jing Zeng. "An investigation into structural failures of Chinese high-speed trains." Engineering Failure Analysis 13, no. 3 (April 2006): 427–41. http://dx.doi.org/10.1016/j.engfailanal.2004.12.037.
Повний текст джерелаChhetri, Sandip, Rachel A. Chicchi, and Andrew E. N. Osborn. "Experimental investigation of 0.6 in. diameter strand lifting loops." PCI Journal 66, no. 2 (2021): 71–87. http://dx.doi.org/10.15554/pcij66.2-03.
Повний текст джерелаLiu, Yi-Fen, and I.-Ling Ling. "Keep fighting or give up? An investigation of consumer regret over repetitive failures in weight loss services." Journal of Services Marketing 36, no. 1 (November 29, 2021): 29–43. http://dx.doi.org/10.1108/jsm-12-2020-0499.
Повний текст джерелаRao, V. Bhujanga, R. Rajendran, A. V. Jaykumar, and K. H. B. S. Satyanarayana. "Metallurgical Investigation of HSLA Steel Subjected to Underwater Explosion." Shock and Vibration 1, no. 4 (1994): 385–94. http://dx.doi.org/10.1155/1994/375854.
Повний текст джерелаHalvoník, Jaroslav, and Lucia Majtanová. "Experimental Investigation of the Maximum Punching Resistance of Slab-Column Connections." Slovak Journal of Civil Engineering 26, no. 3 (September 1, 2018): 22–28. http://dx.doi.org/10.2478/sjce-2018-0017.
Повний текст джерелаPavlov, Alexander Nikolaevich. "Investigation of structural reliability of P-networks with independent and dependent elements failures." SPIIRAS Proceedings, no. 11 (March 17, 2014): 81. http://dx.doi.org/10.15622/sp.11.4.
Повний текст джерелаBagbanci, M. Bilal. "Investigation of installation systems and structural failures of Ottoman baths in Bursa, Turkey." International Journal of Academic Research 5, no. 3 (May 28, 2013): 213–18. http://dx.doi.org/10.7813/2075-4124.2013/5-3/a.30.
Повний текст джерелаHou, Yongdan, Lemuel Gbologah, Derrick Boateng Asante, and Parpah Senanu Kwawukume. "Compositional and Structural Deficiencies Causing Failure of Local Fire Assaying Crucibles in Ghana." International Journal of Engineering Research in Africa 51 (November 2020): 57–70. http://dx.doi.org/10.4028/www.scientific.net/jera.51.57.
Повний текст джерелаDebnath, Jhuma, Ajay Kumar, and Hrishikesh Sharma. "Numerical investigation of Reinforced-concrete beam-column joints under contact and close-in blast application." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (December 19, 2022): 1203–8. http://dx.doi.org/10.38208/acp.v1.641.
Повний текст джерелаДисертації з теми "Structural failures – Investigation"
Nacewicz, Rebecca Marie. "Investigation of fire impact on structural steel through case studies." Link to electronic thesis, 2006. http://www.wpi.edu/Pubs/ETD/Available/etd-050406-105306/.
Повний текст джерелаSantafe, Iribarren Berta. "Progressive collapse simulation of reinforced concrete structures: influence of design and material parameters and investigation of the strain rate effects." Doctoral thesis, Universite Libre de Bruxelles, 2011. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209912.
Повний текст джерелаThe finite element formulation adopted here is based on a multilevel approach where the response at the structural level is naturally deduced from the behaviour of the constituents (concrete and steel) at the material level. One-dimensional nonlinear constitutive laws are used to model the material response of concrete and steel. These constitutive equations are introduced in a layered beam approach, where the cross-sections of the structural members are discretised through a finite number of layers. This modelling strategy allows deriving physically motivated relationships between generalised stresses and strains at the sectional level. Additionally, a gradual sectional strength degradation can be obtained as a consequence of the progressive failure of the constitutive layers. This means that complex nonlinear sectional responses exhibiting softening can be obtained even for simplified one dimensional constitutive laws for the constituents.
This numerical formulation is used in dynamic progressive collapse simulations to study the structural response of a multi-storey planar frame subject to a sudden column loss. The versatility of the proposed methodology allows assessing the influence of the main material and design parameters in the structural failure. Furthermore, the effect of particular modelling options of the progressive collapse simulation technique, such as the column removal time or the strategy adopted for the structural verification, can be evaluated.
The potential strain rate effects on the structural response of reinforced concrete frames are also investigated. To this end, a strain rate dependent material formulation is developed, where the rate effects are introduced in both the concrete and steel constitutive response. These effects are incorporated at the structural level through the multilayered beam approach. In order to assess the degree of rate dependence in progressive collapse, the results of rate dependent simulations are presented and compared to those obtained via the rate independent approach. The influence of certain parameters on the rate dependent structural failure is also studied.
The differences obtained in terms of progressive failure degree for the considered parametric variations and modelling options are analysed and discussed. The parameters observed to have a major influence on the structural response in a progressive collapse scenario are the ductility of the steel bars, the degree of symmetry and/or continuity of the reinforcement and the column removal time. The results also depend on the strategy considered (GSA vs DoD). The strain rate effects are confirmed to play a significant role in the failure pattern. Based on these observations, general recommendations for the design of progressive collapse resisting structures are finally derived.
L’effondrement progressif est un sujet de recherche qui a connu un grand développement suite aux événements désastreux qui se sont produits au cours des dernières décennies. Ce phénomène est déclenché par la défaillance soudaine d’un nombre réduit d’éléments porteurs de la structure, qui provoque une propagation en cascade de l’endommagement d’élément en élément jusqu’à affecter une partie importante, voire la totalité de l’ouvrage. Le résultat est donc disproportionné par rapport à la cause. La plupart des codes de construction ont inclus des prescriptions pour le dimensionnement des structures face aux actions accidentelles. Malheureusement, ces procédures se limitent à fournir des ‘règles de bonne pratique’, ou proposent des calculs simplifiés se caractérisant par un manque de détail pour permettre leur mise en oeuvre.
Cette thèse de doctorat intitulée Simulation de l’Effondrement Progressif des Structures en Béton Armé: Influence des Paramètres Materiaux et de Dimensionnement et Investigation des Effets de Vitesse a pour but de contribuer à la simulation numérique de l’effondrement progressif des structures en béton armé. Une formulation aux éléments finis basée sur une approche multi-échelles a été développée, où la réponse à l’échelle structurale est déduite à partir de la réponse au niveau matériel des constituants (le béton et l’acier). Les sections des éléments structuraux sont divisées en un nombre fini de couches pour lesquelles des lois constitutives unidimensionnelles sont postulées. Cet outil permet une dégradation graduelle de la résistance des sections en béton armé suite à la rupture progressive des couches. Des comportements complexes au niveau des points de Gauss peuvent être ainsi obtenus, et cela même à partir de lois unidimensionnelles pour les constituants.
Cette formulation est utilisée pour la simulation de l’effondrement progressif d’ossatures 2D, avec prise en compte des effets dynamiques. La versatilité de la présente stratégie numérique permet d’analyser l’influence de différents paramètres matériaux et de dimensionnement, ainsi que d’autres paramètres de modélisation, sur la réponse structurale face à la disparition soudaine d’une colonne.
Les effets de la vitesse de déformation sur le comportement des matériaux constituants est aussi un sujet d’attention dans ce travail de recherche. Des lois constitutives prenant en compte ces effets sont postulées et incorporées au niveau structural grâce à l’approche multi-couches. Le but est d’étudier l’influence des effets de la vitesse de chargement sur la réponse structurale face à la disparition d’un élément porteur. Les resultats obtenus à l’aide de cette approche avec effets de vitesse sont comparés à ceux obtenus avec des lois indépendantes de la vitesse.
Les différences dans la réponse à la disparition d’une colonne sont analysées pour les variations paramétriques étudiées. Les paramètres ayant une influence importante sont notamment: la ductilité des matériaux constituants et la disposition et/ou la symétrie des armatures. Les effets de vitesse sont également significatifs. Sur base de ces résultats, des recommandations sont proposées pour le dimensionnement et/ou l’analyse des structures face à l’effondrement progressif.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Kim, Zeen Chul. "An investigation of methodology for the control and failure identification of flexible structures." Diss., Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/49811.
Повний текст джерелаAkhtar, Mohammad Farhan. "Numerical Investigation of High Strength Structural Steel Gravity Columns at Elevated Temperature." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1613748386003217.
Повний текст джерелаLee, Kok Kuen. "Investigation of potential spudcan punch-through failure on sand overlying clay soils." University of Western Australia. School of Civil and Resource Engineering, 2009. http://theses.library.uwa.edu.au/adt-WU2009.0212.
Повний текст джерелаHargreaves, A. E. "An investigation of the premature failure of bituminous macadam wearing courses with particular reference to the effects of moisture and aggregate quality." Thesis, University of Hertfordshire, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377560.
Повний текст джерелаKunc, Vojtěch. "Operativní diagnostika při regeneraci bytového domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225734.
Повний текст джерелаKettermann, Michael [Verfasser], Janos [Akademischer Betreuer] Urai, Klaus [Akademischer Betreuer] Reicherter, and Peter [Akademischer Betreuer] Vrolijk. "Failure Modes in Normal Faults - an investigation into structure and permeability evolution in physical models and outcrop studies / Michael Kettermann ; Janos Urai, Klaus Reicherter, Peter Vrolijk." Aachen : Universitätsbibliothek der RWTH Aachen, 2016. http://d-nb.info/1162499109/34.
Повний текст джерелаJin, Zhuang. "Numerical investigation of caisson foundations in sand under combined monotonic loadings for offshore wind turbines." Thesis, Ecole centrale de Nantes, 2019. http://www.theses.fr/2019ECDN0002/document.
Повний текст джерелаThis PhD thesis deals with the response of caisson foundations in sand for offshore wind turbines submitted to combined monotonic and cyclic loadings. First, the failure process and failure envelope (or bearing capacity diagram) of a caisson foundation in sand under combined monotonic loadings is investigated using the conventional Mohr-Coulomb constitutive model. A Combined Lagrangian-Smoothed Particle Hydrodynamics(CLSPH) method is adopted to consider large deformations and the limitations of the approach are highlighted. A recently developed critical state model for sand (SIMSAND) is then introduced and combined with the CLSPH method. Rectangular channel soil collapse tests and granular column collapse tests considering different aspect ratios are simulated to validate the approach in terms of final deposit morphologies, flow profiles and undisturbed areas.The CLSPH method and the SIMSAND model are then used to investigate the bearing capacity diagram of the caisson foundation in sand. Different parameters affecting the shape and size of the failure envelope are considered, as soil density and stiffness, friction strength, grain breakage, geometry and aspect ratio of the foundation. An analytical formula is introduced to describe the 3D failure surface reproducing the numerical results. Based on the proposed analytical formula, a macro-element for the caisson foundation in sand submitted to monotonic and cyclic loadings is finally developed within the framework of hypoplasticity. Validation is provided through comparison with experimental results
Penn, Zoe Jillian. "A prospective randomised multicentre trial to compare elective versus selective caesarian section for the preterm infant in breech presentation : and a structured investigation into the possible reasons for presentation failure to recruit into this trial." Thesis, Imperial College London, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.264185.
Повний текст джерелаКниги з теми "Structural failures – Investigation"
Technical Council on Forensic Engineering (American Society of Civil Engineers). Task Committee on Guidelines for Failure Investigation. Guidelines for failure investigation. New York, N.Y: American Society of Civil Engineers, 1989.
Знайти повний текст джерелаT, Ratay Robert, ed. Forensic structural engineering handbook. New York: McGraw-Hill, 2000.
Знайти повний текст джерела1947-, Alonso Eduardo E., and Pinyol, N. M. (Núria M.), eds. Geomechanics of failures. Dordrecht: Springer, 2010.
Знайти повний текст джерелаASCE Research Council on Performance of Structures. and United States. Federal Highway Administration., eds. Guide to investigation of structural failures, with editorial revisions incorporated. New York, N.Y: American Society of Civil Engineers, 1986.
Знайти повний текст джерелаMatthews, Clifford. A practical guide to engineering failure investigation. London: Professional Engineering Publishing Limited, 1998.
Знайти повний текст джерелаLevy, Matthys. World Trade Center structural engineering investigation. New York, NY (375 Hudson St., New York): Hart-Weidlinger, 2002.
Знайти повний текст джерелаForensic Engineering Congress (4th 2006 Cleveland, Ohio). Forensic engineering: Proceedings of the 4th congress, October 6-9, 2006, Cleveland, Ohio. Reston, Va: American Society of Civil Engineers, 2007.
Знайти повний текст джерелаForensic, Engineering Congress (5th 2009 Washington D. C. ). Forensic engineering 2009: Pathology of the built environment : proceedings of the Fifth Congress on Forensic Engineering, November 11-14, 2009, Washington, D.C. Reston, Va: American Society of Civil Engineers, 2010.
Знайти повний текст джерелаInstitution of Civil Engineers (Great Britain), ed. Forensic engineering: From failure to understanding : proceedings of the two day international conference organised by the Institution of Civil Engineers and held in London on 2 to 4 December 2008. London: Thomas Telford, 2009.
Знайти повний текст джерелаJohn, Carpenter, and Institution of Civil Engineers (Great Britain), eds. Forensic engineering: Informing the future with lessons from the past : proceedings of the fifth International Conference on Forensic Engineering. London: Institution of Civil Engineers Publishing, 2013.
Знайти повний текст джерелаЧастини книг з теми "Structural failures – Investigation"
Battaini, M., and S. J. Dyke. "Experimental investigation of sensor failure in structural control." In Active Control in Mechanical Engineering, 273–84. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211204-29.
Повний текст джерелаVasovic Maksimovic, Ivana, Mirko Maksimovic, and Katarina Maksimovic. "Stability and Initial Failure Analysis of Layered Composite Structures." In Experimental and Computational Investigations in Engineering, 130–46. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58362-0_9.
Повний текст джерелаLabeas, G. N., and M. M. Sunaric. "Failure Behaviour Investigation of Metallic Open Lattice Cellular Structures." In Experimental Analysis of Nano and Engineering Materials and Structures, 775–76. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_385.
Повний текст джерелаHachemi, A., F. Schwabe, and D. Weichert. "Failure Investigation of Fiber-Reinforced Composite Materials by Shakedown Analysis." In Inelastic Analysis of Structures under Variable Loads, 107–19. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-9421-4_7.
Повний текст джерелаXu, L. Roy, and Ares J. Rosakis. "Real-Time Experimental Investigation on Dynamic Failure of Sandwich Structures and Layered Materials." In Major Accomplishments in Composite Materials and Sandwich Structures, 571–603. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3141-9_22.
Повний текст джерелаWang, W., G. Martakos, J. M. Dulieu-Barton, and O. T. Thomsen. "Experimental and Numerical Investigation of Novel Crack Stopper Concepts for Lightweight Foam Cored Sandwich Structures." In Fracture, Fatigue, Failure and Damage Evolution, Volume 8, 107–10. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42195-7_15.
Повний текст джерелаSeibel, Wolfgang. "Erosion of Professional Integrity: The Collapse of the Canterbury TV Building in Christchurch on 22 February 2011." In Collapsing Structures and Public Mismanagement, 87–128. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-67818-0_4.
Повний текст джерелаWilliamson, C., and J. Thatcher. "Investigation Into the Failure of Open Holes in Cfrp Laminates Under Biaxial Loading Conditions." In Experimental Analysis of Nano and Engineering Materials and Structures, 939–40. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_467.
Повний текст джерелаNeuhaus, Selina, Henning Seibert, and Stefan Diebels. "Investigation of the Damage Behavior of Polyurethane in Stress Relaxation Experiments and Estimation of the Stress-at-Break σb with a Failure Envelope." In Advanced Structured Materials, 1–15. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-20801-1_1.
Повний текст джерелаLeveque, D., F. Laurin, A. Mavel, N. Carrere, J. M. Laborie, E. Goncalves-Novo, and S. Mahdi. "Investigation on failure mechanisms of composite structures subjected to 3D state of stresses." In Application of Imaging Techniques to Mechanics of Materials and Structures, Volume 4, 33–42. New York, NY: Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4419-9796-8_6.
Повний текст джерелаТези доповідей конференцій з теми "Structural failures – Investigation"
Colman, Jeremy C. "The Investigation of Structural Failures In Ships." In Learning From Marine Incidents 2. RINA, 2002. http://dx.doi.org/10.3940/rina.mi.2002.05.
Повний текст джерела"Diagnostic Testing as a Tool in Investigation of Concrete Failures and their Prevention." In SP-285: Concrete Construction and Structural Evaluation: A Symposium Honoring Dov Kaminetzky. American Concrete Institute, 2012. http://dx.doi.org/10.14359/51683929.
Повний текст джерелаPeraza, David B. "Tropicana Garage Collapse." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2172.
Повний текст джерелаDakov, Dimitar, Vasil Georgiev, and Raina Boiadjieva. "Failures of Steel Silos for Grain Storage - Fortuity or Underestimated Risk." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1617.
Повний текст джерелаI. Olayinka, A., M. A. Oladunjoye, O. O. Osinowo, and G. O. Adeyemi. "Integrated Geophysical Investigation to Determine Causes of Structural Failures at a Factory Site in Benin City, Nigeria." In 69th EAGE Conference and Exhibition incorporating SPE EUROPEC 2007. European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2214-4609.201401587.
Повний текст джерелаAlmeida, Pedro, Maruska L. S. Holanda, and Ronaldo O. Almeida. "The structural rehabilitation of the Costa e Silva bridge in Brasília, DF, Brazil." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0638.
Повний текст джерелаZysk, Gregory, and Michael Oliver. "Farley Main Steam Flow-Induced Vibration Investigation." In ASME 2002 Pressure Vessels and Piping Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/pvp2002-1134.
Повний текст джерелаGilaki, Mehdi, Alex Francis, Daniel Bautista, and Ilya Avdeev. "Progress Toward Understanding Catastrophic Failure of Electric Vehicle Li-Ion Batteries: Multi-Physics Modeling." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-67905.
Повний текст джерелаKharchenko, A. "Investigation of the Operational and Technological Reliability of the Small-size Internal Threading Process." In Modern Trends in Manufacturing Technologies and Equipment. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901755-69.
Повний текст джерелаDaniel, Ryszard A., and Timothy M. Paulus. "Handling Accidents and Calamities in Hydraulic Structures." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2181.
Повний текст джерелаЗвіти організацій з теми "Structural failures – Investigation"
Shmulevich, Itzhak, Shrini Upadhyaya, Dror Rubinstein, Zvika Asaf, and Jeffrey P. Mitchell. Developing Simulation Tool for the Prediction of Cohesive Behavior Agricultural Materials Using Discrete Element Modeling. United States Department of Agriculture, October 2011. http://dx.doi.org/10.32747/2011.7697108.bard.
Повний текст джерелаNUMERICAL INVESTIGATION ON CYCLIC BEHAVIOR OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.7.
Повний текст джерелаEXPERIMENTS ON BOLTED CONNECTIONS IN COLD-ROLLED ALUMINIUM PORTAL FRAMES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.241.
Повний текст джерелаPERFORMANCE EVALUATION OF INNOVATIVE COCONUT PALM STEM SHAPED STUD SHEAR CONNECTOR FOR COMPOSITE STRUCTURES. The Hong Kong Institute of Steel Construction, December 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.4.
Повний текст джерелаPROGRESSIVE COLLAPSE RESISTANCE OF STEEL FRAMED BUILDINGS UNDER EXTREME EVENTS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.10.
Повний текст джерелаEXPERIMENTAL AND NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, March 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.9.
Повний текст джерела