Relevant bibliographies by topics / Rotation capacity

Contents

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

Academic literature on the topic 'Rotation capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 21 February 2023

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Journal articles on the topic "Rotation capacity"

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Xu, Y. L., and S. Franconeri. "The capacity of mental rotation." Journal of Vision 14, no. 10 (2014): 359. http://dx.doi.org/10.1167/14.10.359.

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King, G. J. W., and M. Laman. "Conventional and centrifuge model studies of the moment carrying capacity of short pier foundations in clay." Canadian Geotechnical Journal 32, no. 6 (1995): 976–88. http://dx.doi.org/10.1139/t95-096.

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An experimental investigation into the moment carrying capacity of short rigid pier foundations in saturated clay is described. Scale models of square piers with different breadths and depths were used in both conventional and centrifugal studies. The results show that the relationships between moment and rotation are nonlinear but do not exhibit any peak values, and that moment limits, defined by limiting angular rotations, increase with increases in pier depth and breadth. Empirical equations are derived between moment carrying capacity and pier geometry, for a range of limiting rotations, a
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Riva, P., and M. Z. Cohn. "Rotation capacity of structural concrete members." Magazine of Concrete Research 46, no. 168 (1994): 223–34. http://dx.doi.org/10.1680/macr.1994.46.168.223.

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Lafuente, Guillermo, Pedro V. Munuera, Gabriel Dominguez, Maria Reina, and Blanca Lafuente. "Hallux Limitus and Its Relationship with the Internal Rotational Pattern of the Lower Limb." Journal of the American Podiatric Medical Association 101, no. 6 (2011): 467–74. http://dx.doi.org/10.7547/1010467.

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Background: The aims of this study were to determine whether individuals with mild hallux limitus show a diminished capacity of internal rotation of the lower limb compared with those without hallux limitus and whether individuals with mild hallux limitus show an increased foot progression angle. Methods: In 80 study participants (35 with normal feet and 45 with mild hallux limitus), the capacity of internal rotation of the lower limb (internal rotational pattern), hallux dorsiflexion, and the foot progression angle were measured. The values for internal rotational pattern and foot progression
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Li, Jingyuan, and Zifeng Li. "Applications of the Theory of Continuous Oil Film Lubrication of a Radial Sliding Bearing for Three Combined Conditions." Applied Physics Research 8, no. 2 (2016): 22. http://dx.doi.org/10.5539/apr.v8n2p22.

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<p class="1Body">The theory of lubrication of a radial sliding bearing is extended to three cases: the shaft neck rotation and bush rotation bearing, the rotating load bearing, and the floating sleeve bearing. For the bearing with rotating shaft neck and rotating bush, fixing the observer at the bushing can enable the determination, in a simple and more accurate manner, of the bearing capacity of the bearing with the rotating load. As long as a rotating load exists, whirl exists; if the shaft rotation speed is 2 times the load rotation speed, then the eccentricity reaches the maximum.&lt
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Matz, Radosław, Ryszard Błażejewski, Tadeusz Nawrot, and Maciej Pawlak. "Hydraulic Capacity and Efficiency of a Low-Speed Nonpressurized Coil Pump." Water 11, no. 8 (2019): 1659. http://dx.doi.org/10.3390/w11081659.

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The paper presents the results of an investigation on hydraulics of a low-speed coil pump for transport of liquids. One of the pump’s advantages is its wide range of potential inclination angles for its rotating shaft, from the horizontal to an almost vertical position. A simplified hydraulic model was developed based on kinematic and geometrical considerations to determine the pump capacity. The model was verified under laboratory conditions using a low-speed coil pump composed of transparent PVC tube (15 mm outer diameter) wound around a cylindrical drum (104 mm external diameter; 550 mm lon
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Dalen, Karl Van, and John MacIntyre. "The rotational behaviour of clipped end plate connections." Canadian Journal of Civil Engineering 15, no. 1 (1988): 117–26. http://dx.doi.org/10.1139/l88-013.

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The rotational behaviour of clipped end plate connections was studied by subjecting nine clipped and three conventional or “unclipped” specimens with varying connection geometry to combined shear and moment and obtaining the corresponding moment–rotation characteristics. It was found that the clipped end plate connections in this investigation had more than adequate rotation capacity to permit an interior beam connected to a supporting member by this type of connection to achieve its full plastic moment, provided the length-to-depth ratio of the beam does not exceed 20. For the range of rotati
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Slătineanu, Laurenţiu, Oana Dodun, Margareta Coteaţă, Gheorghe Nagîţ, and Irina Beşliu. "Simplified Version of Polymer Rotational Molding Manufacturing Method." Key Engineering Materials 699 (July 2016): 97–103. http://dx.doi.org/10.4028/www.scientific.net/kem.699.97.

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Rotational molding is a manufacturing method which supposes the rotation of the mold, during the solidification of the liquid phase material, so that finally a part having a hollow could be obtained. The method could be applied in manufacturing of metallic and nonmetallic parts. Usually, the equipment for rotational molding ensures slow speed rotating of the mold around two axes placed perpendicularly each other and this fact led to relatively complex equipment for achieving rotational molding. The capacity of the liquid material to entirely cover the internal walls of the mold depends essenti
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Xu, Yangqing, and Steven L. Franconeri. "Capacity for Visual Features in Mental Rotation." Psychological Science 26, no. 8 (2015): 1241–51. http://dx.doi.org/10.1177/0956797615585002.

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Beg, Darko, Erik Zupančič, and Ioannis Vayas. "On the rotation capacity of moment connections." Journal of Constructional Steel Research 60, no. 3-5 (2004): 601–20. http://dx.doi.org/10.1016/s0143-974x(03)00132-9.

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Dissertations / Theses on the topic "Rotation capacity"

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Couchman, Graham H. Couchman Graham. "Design of continuous composite beams allowing for rotation capacity /." Lausanne : EPFL, 1995. http://library.epfl.ch/theses/?nr=1308.

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Yang, Jie. "Structural behaviour of concrete-filled elliptical column to I-beam connections." Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/16022.

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Concrete-filled tubular (CFT) columns have been widely adopted in building structures owing to their superior structural performance, such as enhanced load bearing capacity, compared to hollow tubes. Circular, square and rectangular hollow sections are most commonly used in the past few decades. Elliptical hollow section (EHS) available recently is regarded as a new cross-section for the CFT columns due to its attractive appearance, optional orientation either on major axis or minor axis and improved structural efficiency. The state of the research in terms of elliptical columns, tubular joint
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Borges, Luís António Costa. "Probabilistic evaluation of the rotation capacity of steel joints = Avaliação probabilistica da capacidade de rotação de ligações metálicas." Master's thesis, Departamento de Engenharia Civil, 2003. http://hdl.handle.net/10316/15652.

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Buchaim, Roberto. "A influência da não-linearidade física do concreto armado na rigidez à flexão e na capacidade de rotação plástica." Universidade de São Paulo, 2001. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-02102001-155513/.

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O presente trabalho é uma contribuição para o esclarecimento e a quantificação das influências na deformabilidade e na capacidade portante de elementos unidimensionais de concreto armado em solicitação plana, decorrentes da não-linearidade física dos materiais concreto e aço, bem como da fissuração e do enrijecimento da armadura tracionada, também na sua fase plástica. Para aplicações práticas determinam-se a rigidez à flexão e a capacidade de rotação plástica dos elementos estruturais, o que permite limitar com mais precisão e coerência a demanda de rotação plástica obtida na análise. De iníc
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Михалчич, Ганна Юріївна. "Обґрунтування параметрів і розробка інтегрального приводу головного руху горизонтально-фрезерного верстату". Master's thesis, Тернопільський національний технічний університет імені Івана Пулюя, 2018. http://elartu.tntu.edu.ua/handle/lib/24123.

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Михалчич Г.Ю. Обґрунтування параметрів та розробка інтегрального приводу головного руху горизонтально-фрезерного верстату. Спец. 133 – Галузеве машинобудування; Тернопільський національний технічний університет імені Івана Пулюя; м. Тернопіль, 2018р.<br>Mychaltchytch H.Yu. Substantiation of parameters and development of integral main motion drive of horizontal milling machine.<br>У дипломній роботі проведено аналіз структур приводів головного руху горизонтально-фрезерних верстатів. На основі здійсненого аналізу можливостей різних типів інструментальних матеріалів встановлено граничні час
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Acun, Bora. "Energy Based Seismic Performance Assessment Of Reinforced Concrete Columns." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611728/index.pdf.

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Severe seismic events in urban regions during the last two decades revealed that the structures constructed before the development of modern seismic codes are the most vulnerable to earthquakes. Sub-standard reinforced concrete buildings constitute an important part of this highly vulnerable urban building stock. There is urgent need for the development and improvement of methods for seismic performance assessment of existing reinforced concrete structures. As an alternative to current conventional force-based assessment methods, a performance evaluation procedure for structural members, main
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Habacha, Hamdi. "Effets croisés de l’expertise physique et des caractéristiques des tâches sur la capacité de rotation mentale." Caen, 2014. http://www.theses.fr/2014CAEN2051.

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Les recherches sur l’implication des processus moteurs lors des tâches de rotation mentale ne sont pas consensuelles. Selon la revue de littérature, ces divergences semblent être dues aux différences de tâches utilisées (nature des stimuli, types de jugement, caractéristiques des stimuli) impliquant différentes stratégies mentales. L’objectif de ce travail de thèse est de préciser la place des processus moteurs dans la rotation mentale par l’étude des effets de la pratique sportive. Plus précisément, il s’agit d’identifier les conditions permettant de mettre en évidence des effets sélectifs de
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Wilkinson, Timothy James. "The Plastic Behaviour of Cold-Formed Rectangular Hollow Sections." University of Sydney. Department of Civil Engineering, 2000. http://hdl.handle.net/2123/843.

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The aim of this thesis is to assess the suitability of cold-formed rectangular hollow sections (RHS) for plastic design. The project involved an extensive range of tests on cold-formed Grade C350 and Grade C450 (DuraGal) RHS beams, joints and frames. A large number of finite element analyses was also carried out on models of RHS beams. The conclusion is that cold- formed RHS can be used in plastic design, but stricter element slenderness (b/t) limits and consideration of the connections, are required. Further research, particularly into the effect of axial compression on element slendernes
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Wilkinson, Timothy James. "The Plastic Behaviour of Cold-Formed Rectangular Hollow Sections." Thesis, The University of Sydney, 1999. http://hdl.handle.net/2123/843.

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The aim of this thesis is to assess the suitability of cold-formed rectangular hollow sections (RHS) for plastic design. The project involved an extensive range of tests on cold-formed Grade C350 and Grade C450 (DuraGal) RHS beams, joints and frames. A large number of finite element analyses was also carried out on models of RHS beams. The conclusion is that cold- formed RHS can be used in plastic design, but stricter element slenderness (b/t) limits and consideration of the connections, are required. Further research, particularly into the effect of axial compression on element slendernes
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Abrahamsson, Jenny, and Fleur Filip la. "The impact of connection stiffness on the global structural behavior in a CLT building : A combined experimental-numerical study." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105166.

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Cross Laminated Timber (CLT) has in recent years become a more important building material. This means that the demand for accurate calculation methods in building standards such as Eurocode 5 has increased. There is limited knowledge about the connections in CLT buildings which is an important part of a CLT structure. This thesis was therefore focused on investigating a wall-floor-wall type connection commonly found in platform type buildings.  An experimental and numerical study on typical wall-floor-wall connections was carried out in this thesis. In the experimental part 60 tests with 8 di
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Books on the topic "Rotation capacity"

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Vallejo Maldonado, Pablo Ramon, and Nikolay Chaynov. Kinematics and dynamics of automobile piston engines. INFRA-M Academic Publishing LLC., 2019. http://dx.doi.org/10.12737/989072.

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The fundamentals of kinematics and dynamics of transport piston internal combustion engines made using different layout schemes are presented. Along with the traditional in-line, V-shaped, including oppositional, arrangement of cylinders, schemes with "staggered" arrangement of cylinders in the block at the displaced connecting rod necks of the crankshaft of the engine are considered. The kinematics of the coaxial crank mechanism is considered in detail. The questions of dynamics with reduction of calculated dependences of forces, moments, a choice of a rational order of work of cylinders in r
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Structural Dependence of Rotation Capacity of Plastic Hinges in Rc Beams and Slabs. Delft Univ Pr, 1999.

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Bachmann, Hugo. Influence of Shear and Band on Rotational Capacity of Reinforced Concrete Beams. Springer London, Limited, 2013.

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Book chapters on the topic "Rotation capacity"

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Kuhlmann, U., and F. Kühnemund. "Procedures to Verify Rotation Capacity." In Semi-Rigid Joints in Structural Steelwork. Springer Vienna, 2000. http://dx.doi.org/10.1007/978-3-7091-2478-9_3.

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Gioncu, V., L. Tîrcă, and D. Petcu. "Rotation capacity of rectangular hollow section beams." In Tubular Structures VII. Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-58.

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Gioncu, V., L. Tîrcă, and D. Petcu. "Rotation capacity of rectangular hollow section beams." In Tubular Structures VII. Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-58.

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Kuzu, Takuzo, Hitoshi Oki, Ishihama Yoshiro, and Nguyen Thi Tuyet Trinh. "Evaluation of Bearing Capacity of Steel Rotation Pile." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_21.

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Stranghöner, Natalie, Gerhard Sedlacek, and Philippe Boeraeve. "Rotation requirement and rotation capacity of rectangular, square and circular hollow section beams." In Tubular Structures VI. Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-22.

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Como, Mario. "On the Rotation Capacity of Reinforced Concrete Structural Elements." In Solid Mechanics and Its Applications. Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-015-9930-6_6.

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Kuhlmann, U., and F. Kühnemund. "Rotation Capacity of Steel Joints: Verification Procedure and Component Tests." In The Paramount Role of Joints into the Reliable Response of Structures. Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-0950-8_31.

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Prabhakara, R., B. Nambiyanna, R. Nakul, and Bharathi Ganesh. "Analysis of Rotation Capacity of RC Beams Over Formation of Plastic Hinges." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3254-2_24.

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Prakash, M. R., Katta Venkataramana, R. Prabhakara, and B. Manjunatha. "Studies on Rotation Capacity and Torsional Strength of Normal, Medium- and High-Strength RC Beams." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_14.

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Stutzki, Ch, and G. Sedlacek. "A Numerical Method for the Determination of the Moment-Rotation-Capacity of Thin Walled Members." In Numerical Techniques for Engineering Analysis and Design. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3653-9_41.

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Conference papers on the topic "Rotation capacity"

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Xu, Yan, Zunce Wang, Fengxia Lv, and Sen Li. "Study on Characteristics and Operating Parameters of Axial Rotating Hydrocyclone." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79114.

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The axial rotation of the hydrocyclone affects its internal flow characteristics and separating effect directly, as some local applications require the static hydrocyclone rotates about its own axis. Based on CFD, velocity distribution in the axial rotating hydrocyclone is studied. It is shown that as the rotation speed increasing, the tangential velocity improves and its gradient reduces in free vortex region observably, while the radial velocity has an incremental trend in the section of the small cone. The laboratory experiments are carried out for the static hydrocyclone of disposal capaci
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Lee, Kyungkoo, and Bozidar Stojadinovic. "Rotation Capacity of Pre-Qualified Moment Connections: A Yield Line Approach." In Research Frontiers at Structures Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40944(249)34.

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Megalooikonomou, Konstantinos G., Stavroula J. Pantazopoulou, and Souzana P. Tastani. "A MECHANISTIC APPROACH IN DEFINING INELASTIC ROTATION CAPACITY OF RC COLUMNS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5603.16683.

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Cui, Guohua, and Yanwei Zhang. "Analysis of Load Capacity on Spatial Rotation 4-SPS-S Parallel Manipulator." In 2010 Second International Conference on Computer Modeling and Simulation (ICCMS). IEEE, 2010. http://dx.doi.org/10.1109/iccms.2010.209.

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Duarte da Costa, Job, Renata Obiala, and Christoph Odenbreit. "A new method to assess the stiffness and rotation capacity of composite joints." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7082.

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Composite beam-to-column joints in buildings are mostly modelled as pinned joints in order to facilitate the design of the structure. In reality, due to the required reinforcement in the concrete slab, a certain joint rigidity and bending resistance is always available. The real joint behaviour corresponds therefore more to that of a semi-continuous joint. This is not only beneficial for the serviceability limit state but can also be advantageous at ultimate limit state. However, due to the lack of analytical design rules in EN 1994 to verify the rotation capacity of semi-continuous joints, th
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"Infl uence of Transversal Reinforcement on Plastic Rotation Capacity of High-Strength Beams." In SP-253: Fifth ACI/CANMET/IBRACON Int'l Conference on High-Performance Concrete Structures & Materials. American Concrete Institute, 2008. http://dx.doi.org/10.14359/20182.

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"Bond Influence on Rotation Capacity of High-Strength and and Normal Strength Beams." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5559.

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Weber, Felix, Florian Obholzer, Peter Huber, et al. "New Adaptive Pendulum: Reduced Structural Acceleration, Base Shear, Displacement Capacity and Improved Rotation Capability." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s4-9.

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Garcia, Sergio, Michael Mendez, Ramadan Ahmed, Hamidreza Karami, Mustafa Nasser, and Ibnelwaleed Hussein. "Effects of Pipe Rotation on the Performance of Fibrous Fluids in Horizontal Well Cleanout." In SPE Annual Technical Conference and Exhibition. SPE, 2022. http://dx.doi.org/10.2118/210347-ms.

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Abstract The deposition of rock cuttings is a problem commonly faced during drilling, completion, and intervention operations. Using polymer-based fluids is a common technique to improve horizontal downhole cleaning. However, these fluids cannot always guarantee an efficient wellbore cleanout. One way to enhance cleanout efficiency is by rotating the drill pipe to mitigate the settling of solids and facilitate their removal. However, drill string rotation often increases equivalent circulating density (ECD). Therefore, this study explores how the impact of rotation on hole cleaning can be syne
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Hoffmann, Nadine, and Ulrike Kuhlmann. "Design of steel and composite structures for robustness." In IABSE Workshop, Helsinki 2017: Ignorance, Uncertainty, and Human Errors in Structural Engineering. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/helsinki.2017.118.

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The paper briefly reports on investigations concerning the robustness of steel and composite structures. When applying the alternate load path method for redistributing the loads resulting from a column loss especially the detailed consideration of the behaviour of beam‐to‐column joints is important. A crucial aspect is the investigation of the available rotation capacity of the joints as well as the required rotation capacity of the joints. Finally a method is presented that can be used in order to verify the rotation capacity for permanent load situation as well as for accidental load situat
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Reports on the topic "Rotation capacity"

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CHARACTERISATION OF THE BEHAVIOUR OF BEAM-TO-COLUMN STEEL JOINTS UP TO FAILURE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.5.

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The design of steel joints is currently dealt with in Eurocode 3 through the well-known “component method”. In particular, Part 1-8 of this standard provides guidance on how to apply the method to a wide range of joint configurations allowing to assess the latter’s initial rotational stiffness and resistance. Nonetheless, whenever a global structural plastic analysis is contemplated, provisions of Eurocode 3 are insufficient since no clear guidance on how to determine the ultimate resistance and the ultimate rotation capacity of joints is provided. In this paper, the full-range behaviour of be
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EXPERIMENTAL STUDIES OF THE SORBITE STAINLESS STEEL PLUG-PIN SCAFFOLD JOINT. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.9.

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Systematic experimental studies were performed for the purpose of obtaining the material properties of cold-formed sorbite stainless steel and the mechanical parameters of plug-pin joint. As a new type of material, the scaffold made of sorbite stainless steel has the advantages of convenient construction, high strength and stainless steel. The static tensile tests for S500 sorbite stainless steel investigating the material characteristics of plug-pin joint were carried out. The bending moment, the compressive force, the tensile force and the shear force were applied to the joint respectively.
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PARAMETRIC STUDIES ON THE MOMENT RESISTANT BEAMCOLUMN CONNECTION BEHAVIOR OF CONCRETE FILLED DOUBLE STEEL TUBULAR COLUMNS AND I STEEL BEAMS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.284.

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The configuration of Concrete filled double steel tubular cross-section (CFDST) has the potential to overcome the beam-column connection difficulties found in steel tubular cross-sections. Since experimental parametric studies are expensive, numerical methods are adopted in this study to understand the behavior of beam-CFDST column connection under monotonic and cyclic loading conditions. The connection type is observed to be as semi-rigid as per EN1993-1-8. Parametric study includes design parameters like, concrete infill strength, yield strength of inner steel tube and outer steel tube, holl
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