Relevant bibliographies by topics / Load bearing capacity in case of fire

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

Academic literature on the topic 'Load bearing capacity in case of fire'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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Journal articles on the topic "Load bearing capacity in case of fire"

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Zhou, Ming, Xin Tang Wang, and Wan Zhen Wang. "Experimental Study of Mechanical Behavior of Concrete Filled Steel Tubular Short Columns after Fire." Advanced Materials Research 168-170 (December 2010): 674–78. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.674.

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Mechanical behavior and bearing capacity of ordinary concrete filled steel tubular short column (NCSSC) and ceramsite concrete filled steel tubular short column (CCSSC) subjected to fire load are experimentally investigated. Effect of the parameters, such as the maximum value of fire temperatures, fire duration on the strength and ductility of the two types of specimens were especially discussed. The test results show that both of the specimens of NCSSC and CCSSC after fire have higher bearing capacity and better ductility, there was no descent segment in load-displacement curves of the most s
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Čechavičius, Rimantas. "INVESTIGATIONS IN THE STRENGTH OF PRESTRESSED MULTILAYERED BEAMS UNDER THE ACTION OF LONG-TERM SHEAR/MEDINIŲ IŠ ANKSTO ĮTEMPTŲJŲ DAUGIASLUOKSNIŲ SIJŲ STIPRUMAS VEIKIANT ILGALAIKĖMS SKERSINĖMS JĖGOMS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 4, no. 2 (1998): 109–16. http://dx.doi.org/10.3846/13921525.1998.10531389.

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The results of long-term experiments are presented in the paper. As a result of the experiments, invention SU 1025831 was developed under the name “The method of manufacture of a timber load-bearing element” (E 04 C 3/12, priority since July 11, 1981). The objective of the experiments performed was to check the method of increase of load bearing capacity of glulam beams under the influence of long-term shear. 14 beams were tested: nine of them were multilayered and 5 made of board-package and square-sawn timber. All the beams failed because of the action of shear forces. Two beams were tested
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Annamaneni, Krishna Kiran, Bhumika Vallabhbhai Dobariya, and Krasnikovs Andrejs. "CONCRETE, REINFORCED BY CARBON FIBRE COMPOSITE STRUCTURE, LOAD BEARING CAPACITY DURING CRACKING." ENVIRONMENT. TECHNOLOGIES. RESOURCES. Proceedings of the International Scientific and Practical Conference 2 (June 17, 2021): 232–37. http://dx.doi.org/10.17770/etr2021vol2.6655.

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Different authors conducted studies on fiber reinforced concretes (FRC) with carbon fibres of different lengths and some results showed that concrete mix with homogeneously distributed short fibres in their volume have good strength and ultra-strain compared to normal plain concrete mix. However, this study is focused more on 3-dimensional (3D) carbon fibre reinforced plastic (epoxy) CFRP composite thin rods frame used as a reinforcement in concrete which shows good increase in loadbearing and ductility. Were investigated concrete mixes with superplasticizer, nano-silica, quartz sand, fine nat
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Gernay, Thomas. "Fire Performance of Columns Made of Normal and High Strength Concrete: A Comparative Analysis." Key Engineering Materials 711 (September 2016): 564–71. http://dx.doi.org/10.4028/www.scientific.net/kem.711.564.

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The use of high strength concrete (HSC) in multi-story buildings has become increasingly popular. Selection of HSC over normal strength concrete (NSC) allows for reducing the dimensions of the columns sections. However, this reduction has consequences on the structural performance in case of fire, as smaller cross sections lead to faster temperature increase in the section core. Besides, HSC experiences higher rates of strength loss with temperature and a higher susceptibility to spalling than NSC. The fire performance of a column can thus be affected by selecting HSC over NSC. This research p
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Bamonte, Patrick, Roberto Felicetti, Nataša Kalaba, et al. "On the Structural Behavior of Reinforced Concrete Walls Exposed to Fire." Key Engineering Materials 711 (September 2016): 580–87. http://dx.doi.org/10.4028/www.scientific.net/kem.711.580.

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The present work deals with numerical simulations concerning the international benchmark “Vulcain tests on 3 Walls” regarding fire tests conducted in CSTB in Paris, France. To this aim, sequentially-coupled thermo-mechanical analyses have been performed on three reinforced concrete walls, characterized by different load levels and boundary conditions. The numerical results show that the imposed compressive load and boundary conditions significantly influence the magnitude of the displacements. In the case of simply supported walls, the wall with the lower load level exhibited a gradual and mon
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Kinjo, H., T. Hirashima, S. Yusa, T. Horio, and T. Matsumoto. "Fire performance, including the cooling phase, of structural glued laminated timber beams." Journal of Structural Fire Engineering 7, no. 4 (2016): 349–64. http://dx.doi.org/10.1108/jsfe-12-2016-024.

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Purpose Based on heating tests and load-bearing fire tests, this paper aims to discuss the charring rate, the temperature distribution in the section and the load-bearing capacity of structural glued laminated timber beams not only during the heating phase during a 1-h standard fire in accordance with ISO 834-1 but also during the cooling phase. Design/methodology/approach Heating tests were carried out to confirm the charring rate and the temperature distribution in the cross-section of the beams. Loading tests under fire conditions were carried out to obtain the load-deformation behavior (i.
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Šubic, Barbara, Gorazd Fajdiga, and Jože Lopatič. "Bending Stiffness, Load-Bearing Capacity and Flexural Rigidity of Slender Hybrid Wood-Based Beams." Forests 9, no. 11 (2018): 703. http://dx.doi.org/10.3390/f9110703.

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Modern architecture suggests the use of opened spaces with large transparent envelope surfaces. Therefore, windows of long widths and large heights are needed. In order to withstand the wind loads, such wooden windows can be reinforced with stiffer materials, such as aluminium (Al), glass-fibre reinforced polymer (GFRP), and carbon-fibre reinforced polymer (CFRP). The bending stiffness, load-bearing capacity, and flexural rigidity of hybrid beams, reinforced with aluminium, were compared through experimental analysis, using a four-point bending tests method, with those of reference wooden beam
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Bandehzadeh, Omid, Masoud Mirmohammad Sadeghi, Mohammad Ali Rowshanzamir, and Alborz Hajian Nia. "A comparison between performances of the behavioral models in evaluating load-bearing capacity of piles in fine-grained unsaturated soil." Ukrainian Journal of Ecology 8, no. 1 (2018): 233–39. http://dx.doi.org/10.15421/2018_207.

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<p>Virtually all structural piles are installed on the top of groundwater level, and these piles are located on unsaturated soils. In this case, the negative orifice water pressure caused by capillarity significantly influences the mechanical behavior of unsaturated soils. Consequently, structural suction is highly important to load-bearing capacity of loads. In this paper, an evaluation was drawn between the Mohr-Coulomb, modified Cam-Clay, and Barcelona behavioral models using the finite-difference method, and results of studies conducted to estimate load-bearing capacity in the static
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Голованов, Владимир Ильич, Андрей Владимирович Пехотиков, and Владимир Валерьевич Павлов. "Evaluation of fire-retardant effectiveness of coatings for steel structures." Pozharnaia bezopasnost`, no. 4(101) (December 7, 2020): 43–54. http://dx.doi.org/10.37657/vniipo.pb.2020.101.4.004.

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Представлены результаты анализа экспериментальной и аналитической оценки огнезащитной эффективности покрытий для стальных конструкций. Обобщены данные многолетних исследований по определению зависимостей от температуры таких теплофизических характеристик, как теплопроводность и теплоемкость. Разработана структурно-методологическая схема выбора огнезащитных покрытий для стальных конструкций в целях обеспечения нормативных требований по огнестойкости. Проведены экспериментальные исследования по определению огнезащитной эффективности терморасширяющихся покрытий на эпоксидной основе при воздействи
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Šaučiuvėnas, Gintas, and Mečislovas Griškevičius. "THE BEHAVIOUR OF AXIAL COMPRESSION TIMBER ELEMENTS AT FIRE." Engineering Structures and Technologies 1, no. 1 (2009): 50–57. http://dx.doi.org/10.3846/skt.2009.06.

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This investigation is intended for an experimental assessment of the fire resistance of the axially loaded timber members aff ected by open flames and for comparing those with design results obtained in accordance wiTheC5-1-2:2005 provisions. Diff erently from metal or reinforced concrete structures, the longitudinal strains of timber at elevated temperature are negligible. A decrease in the bearing resistance of the timber member is associated with diminishing the cross section at the later stages of heat exposure. The process of diminishing the cross section leads to buckling an element or t
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Dissertations / Theses on the topic "Load bearing capacity in case of fire"

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Rezai, Zahra. "Förutsättningar för byte av skivmaterial i regelstomsystem - brandsäkerhetsperspektiv." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-98588.

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Bostadsbristen ökar i samhället och många byggföretag vill hitta en lösning som gör att det går att tillverka snabbare, billigare och säkrare byggnader. Att bygga moduler med trästomme är en lösning men användning av trä kräver särskilda kunskaper när det gäller brandskydd. Att skydda trästomme med gipsskivor kan vara en metod för att öka brandsäkerheten. Syftet med studien är att undersöka om Vida Building AB kan byta ut den bärande väggkonstruktionen i deras volymelement där reglarna skyddas av två gipsskivor av typ A med tjockleken 12,5 och en plywoodskiva med tjockleken 12,5 mm, mot en ski
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Hansson, Daniel. "Nonlinear FEM load bearing capacity of a concrete bridge subjected to support settlements : Case of a continuous slab bridge with angled supports." Thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-142822.

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A nonlinear finite element analysis was performed for an existing road bridge in order to see if that could show a higher load bearing capacity, as an alternative to repairing or replacing. The regular linear analysis had shown that the bridge could not take any traffic load due to the effects from large and uneven support settlements. It is a five-span reinforced concrete bridge with a continuous slab on supports made out of rows of columns. The width-to-span ratio was around 1 and the supports were angled up to about 30°, giving rise to a complex three-dimensional behaviour, which was seen a
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Issa, Angelo, Maher Machhadi, and Mircea Barbu. "YTBEHANDLADE TRÄELEMENT : En studie av brandskydd, bärförmåga, pris och miljöpåverkan av ytbehandlade träelement." Thesis, Mälardalens högskola, Akademin för ekonomi, samhälle och teknik, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-55197.

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The current Swedish building code (Boverkets Byggregler, BBR) is very strict regarding fire-safety in high-rise timber structures because of the heightened risk of fast flame spread or structural failure in case of fire. Fire safety solutions, that are used in timber structures must therefore be optimal to contain flames from spreading in the event of fire. The current building code requires that load-bearing elements must withhold their load-bearing capacity for 60 minutes under fire. The purpose of this study was to research the effect that different fire-retardant surface treatments, have o
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Hansson, Daniel. "Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports." Thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515.

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A nonlinear finite element analysis was performed for an existing road bridge in order to see if that could show a higher load bearing capacity, as an alternative to repairing or replacing. The regular linear analysis had shown that the bridge could not take any traffic load due to the effects from large and uneven support settlements. It is a five-span reinforced concrete bridge with a continuous slab on supports made out of rows of columns. The width-to-span ratio was around 1 and the supports were angled up to about 30°, giving rise to a complex three-dimensional behaviour, which was seen a
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Tsao, Min-Chu, and 曹敏莒. "A Study of the bearing capacity of pre-bored PC pile based on SPT N values - a case of pile load tests in Ta Lin power station site." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/30604628308148016352.

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碩士<br>國立高雄第一科技大學<br>營建工程研究所<br>101<br>This study used results of the pile load test obtained from construction sites in Talin Power Plant and China Steel Corporation to analyze the soil characteristics and to discuss the bearing capacity of pre-bored PC piles. It also refer to variant formulas for evaluating pile bearing capacity by N values of soil to derive applicable empirical formula by regression analysis. In compare to former empirical formulas and cases as well as cross-checking parameters, the results is applicable for reference on design, planning, construction characteristic, improve
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Books on the topic "Load bearing capacity in case of fire"

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Pugh, Edwin V. Load bearing capacity of alder, spruce and hemlock tail trees. 1985.

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Book chapters on the topic "Load bearing capacity in case of fire"

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Jovanović, Balša, and Ruben Van Coile. "Probabilistic Characterization of the Axial Load Bearing Capacity of a Concrete Column Exposed to the Standard Fire." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73616-3_43.

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Tesker, Efim I. "Improvement of Methods of Design and Analysis of Load-Carrying Capacity of Case-Hardened Cageless Bearing Units for Power Drives of Mobile Machines." In New Approaches to Gear Design and Production. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-34945-5_21.

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Pawłowski, K., R. Świerzko, and A. Włóka. "Determination reserve of bearing capacity for steel, with influence of long-term fatigue load, used in structures in case of a fire." In Metal Structures 2016. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-35.

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Kanda, Toru, Hitoshi Tajima, Takeshi Morita, and Masahiko Kishida. "Study on the deformation and load bearing capacity of TBM shield tunnel lining in fire." In Underground Space Use. Analysis of the Past and Lessons for the Future. Taylor & Francis, 2005. http://dx.doi.org/10.1201/noe0415374521.ch118.

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Van Coile, R., R. Caspeele, P. Criel, et al. "Computationally efficient estimation of the probability density function for the load bearing capacity of concrete columns exposed to fire." In Life-Cycle of Engineering Systems. CRC Press, 2016. http://dx.doi.org/10.1201/9781315375175-142.

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Conference papers on the topic "Load bearing capacity in case of fire"

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Siebert, Geralt. "Fire safe glazing with additional requirements." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1183.

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&lt;p&gt;An essential element of fire protection, in addition to the appropriate design of load‐bearing components (fire resistance), is the subdivision of buildings into fire compartments. In modern architecture is a demand for transparent fire‐resistant components, which are then made of glass. Verifications of the load‐bearing capacity against static loads such as wind usually are done by calculation whereas fire resistance is proofed by tests. In most cases, fire‐resistant glass has no further proof, transparent glass components are either classified for fire or to meet other special requi
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Ni, Shuna, Ruben Van Coile, Danny Hopkin, Negar Elhami Khorasani, and Thomas Gernay. "Sensitivity Studies of the Resilience of RC Columns to Various Fire Scenarios." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0732.

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&lt;p&gt;Reinforced concrete (RC) structures generally fare well under fire, but exhibit damage and residual deformations which require repairs. Besides the repair cost, the building downtime can also be expensive. However, current fire design approaches focus solely on life safety, and do not consider resilience. To improve post-fire performance of buildings, recover functionality, and facilitate fast reuse, an important step is to develop a predictive capability for the effect of a fire event on residual deformations and load-bearing capacity in structures. This research investigates the res
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Stryzhalo, Volodymyr, Maksym Zarazovskii, Andrii Bohdan, Zakhar Yaskovets, and Vitalii Antonchenko. "Estimation of the Load Carrying Capacity of the Bellows Compensator for Gas Pipelines in the Areas of Mining Production." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21738.

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Abstract The stress state of pipelines in areas of mine production requires obligatory consideration the influence of ground displacements. In this case the rules for design pipelines include the additional actions, such as the wall thickness increasing or U-shaped compensators installation. The Ukrainian coal mining industry requires the expanding of mine production areas. It leads to the situation where old pipelines, which are not designed for such loads, could rupture due to ground displacements. The principle of “extinguish a fire” is applied in this case. It consists in applying of stres
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Franssen, Jean-Marc, and Venkatesh Kodur. "Residual Load Bearing Capacity of Structures Exposed to Fire." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)89.

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Prokeš, Jan, Iva Rozsypalová, František Girgle, Petr Daněk, and Petr Štěpánek. "Residual load-bearing capacity of fire-exposed concrete beams reinforced with FRP bars." In SPECIAL CONCRETE AND COMPOSITES 2020: 17th International Conference. AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0042799.

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Chatterton, S., P. Pennacchi, A. Vania, E. Tanzi, and R. Ricci. "Characterization of Five-Pad Tilting-Pad Journal Bearings Using an Original Test-Rig." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48166.

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Tilting-pad journal bearings are installed with increased frequency owing to their dynamic stability characteristics in several rotating machine applications, typically in high rotating speed cases. This usually happens for new installations in highspeed compressors or during revamping operations of steam and gas turbines for power generation. The selection from a catalogue, or the design of a new bearing, requires the knowledge of the bearing characteristics such as babbitt metal temperatures, fluid-film thickness, load capacity, stiffness and damping coefficients. Temperature and fluid-film
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Koide, Takao, Koji Tsubokura, Satoshi Oda, and Chiaki Namba. "Load Bearing Capacity of Super-Carburized Gears." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/ptg-48016.

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This paper describes a study on the load bearing capacity of super-carburized gears. Test gears and rollers of MAC14 and SCM415 steels were super or eutectoid-carburized under different carburizing conditions. The impact and bending fatigue tests for test gears and the contact fatigue test for test rollers were carried out. The effects of case depths on the impact and bending fatigue strengths of gears and the surface durability of rollers were determined. The impact breaking limit energy of super-carburized gears was found to be larger by about 15% than that of eutectoid-carburized gears irre
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Buchhorn, Nico, Sebastian Kukla, Beate Bender, and Marc Neumann. "Tilting-Pad Journal Bearing in Hybrid Operation: A Numerical and Experimental Investigation." In ASME Turbo Expo 2018: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/gt2018-75256.

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Large turbine bearings are usually equipped with hydrostatic jacking mechanisms to separate bearing and shaft during transient start-stop procedures. They are turned off once hydrodynamic operation is reached. In some cases, under severe operating conditions, the hydrostatic oil supply is kept running although the rotor already runs in full speed. The supplied amount of jacking oil is very small compared to the regular oil supply. However, experimental data of a large tilting-pad bearing shows that this hybrid operation has a considerable impact on the load carrying capacity in terms of lower
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Liu, Faqi, Hua Yang, and Sumei Zhang. "Fire and post-fire performance of circular steel tube confined reinforced concrete columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7002.

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Fire and post-fire behaviours of reinforced concrete columns confined by circular steel tubes, also known as circular steel tube confined reinforced concrete (STCRC) columns, are investigated in this paper. 5 full-scale specimens exposed to fire and 47 specimens after fire exposure were tested. Temperatures across the sections, displacement versus time curves, fire resistance, load versus displacement responses and load-bearing capacities were measured and discussed. A finite element (FE) model was developed using the program ABAQUS, and validated against the test results from the present stud
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Zhou, Xuan, and Kai Yuan. "Preliminary Analysis of Pressure Bearing Capacity for a Typical Prestressed Concrete Containment." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-67707.

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In this paper, the pressure bearing capacity of containment is analyzed to support the severe accident management guidelines development. The finite element model of containment is established. The concrete, the steel liner, and the prestressed tendons models are developed. The ordinary steel bars are in an integrated model with concrete. The prestressed tendons and concrete are connected by constraint equations. Self-weight case, prestressing load case, and internal pressure loads cases are analyzed. Results show that in the self-weight case, the containment is compressed slightly, which can
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Reports on the topic "Load bearing capacity in case of fire"

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PROGRESSIVE COLLAPSE RESISTANCE OF STEEL FRAMED BUILDINGS UNDER EXTREME EVENTS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.10.

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This paper presents experimental and theoretical investigations on progressive collapse behavior of steel framed structures subjected to an extreme load such as fire, blast and impact. A new capacity-based index is proposed to quantify robustness of structures. An energy-based theoretical model is also proposed to quantify the effect of concrete slabs on collapse resistance of structures. The experimental results show that the dynamic amplification factors of frames subject to impact or blast are much less than the conventional value of 2.0. The collapse process of frames in fire can be either
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