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Dissertations / Theses on the topic 'Rotation capacity'

Author: Grafiati

Published: 4 June 2021

Last updated: 21 February 2023

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Паньків, Віталій Романович. "Обґрунтування параметрів гвинтового конвеєра з комбінованим робочим органом". Diss., Тернопільський національний технічний університет ім. Івана Пулюя, 2018. http://elartu.tntu.edu.ua/handle/lib/24785.

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У дисертації на підставі сукупності узагальнених наукових результатів вирішено актуальне завдання розширення функціональних можливостей гвинтових транспортних механізмів шляхом розроблення та обгрунтування параметрів комбінованого робочого органу гвинтового конвеєра. Гвинтовий конвеєр складається із завантажувального бункера та кожуха. У кожусі встановлено шнек, який виконано у вигляді приводного барабана на якому по гвинтовій лінії закріплено спіральні витки. Між витками та під кутом до поперечного січення барабана встановлено ножі-подрібнювачі. Гвинтова лінія навивання ножів-подрібнювачів

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12

Tinani, Suraj P. "Techniques to Analyze Underdeposit Corrosion." Case Western Reserve University School of Graduate Studies / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=case1272643724.

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13

Tůma, Pavel. "Zesílení železobetonové konstrukce pro ocelovou nástavbu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372050.

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This diploma thesis analyze reinforced concrete construction, which is loaded by new steel superstructure with brick cladding. The necessary strengthening of construction is solved by using carbon fibre reinforced polymer plates. Software RFEM 5 is used for calculation of internal forces. All checks are made in Excel.

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14

Yen, Shih Hsuan, and 顏士烜. "Rotation Capacity of High Strength Concrete Beams." Thesis, 1997. http://ndltd.ncl.edu.tw/handle/25748809082207185338.

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碩士<br>國立中央大學<br>土木工程學系<br>85<br>AbstractIn this research, the 16 high-strength concrete beams were tested to observe and study the relationship between the thickness of the concrete cover and rotation capacity of beams. Because the plastic design theory which consider failure behavior of structures is accurate to estimate the rate of safety of design theory than the elastic design theory which consider elastic failure of material. In the concrete structure, the research of capacity of plast

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15

Shen, Jia-Hau, and 沈家豪. "Plastic Hinge Rotation Capacity of Steel Reinforced Concrete Columns." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/70755198132830293829.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>98<br>Current ACI 318 building code the proposed formula for reinforced concrete columns without considering the axial force increases the required transverse steel bar should be improving, and TW-SRC design code evolved by the ACI 318 building code. Although the required transverse steel bar considers the effect of the confining by the steel shape, but it still doesn’t consider the effect from the axial force. This thesis to experimentally investigate seismic behavior of encased steel column research. 9 sets of large scale encased steel column specimens which includ

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16

Fu, F., Dennis Lam, and J. Ye. "Moment resistance and rotation capacity of semi-rigid composite connections with precast hollowcore slabs." 2010. http://hdl.handle.net/10454/5885.

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Semi-rigid composite connections with precast hollowcore slabs are a newly developed technique with few applications in current construction practice. The research on the structural behaviour of this new type of connection is limited, with no existing method available to predict its important characteristics such as moment and rotation capacities. In this paper, based on the parametric studies of the three-dimensional finite element model and full-scale tests, analytical methods to calculate the moment and rotation capacity of this type of composite joint are proposed. A comparison between the

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17

Lam, Dennis, F. Fu, and J. Ye. "Predicting Moment and Rotation Capacity of Semi-rigid Composite Joints with Precast Hollowcore Slabs." 2009. http://hdl.handle.net/10454/5580.

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18

Lam, Dennis, J. Ye, and F. Fu. "Predicting Moment and Rotation Capacity of Semi-rigid Composite Joints with Precast Hollowcore Slabs." 2009. http://hdl.handle.net/10454/5927.

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19

Lam, Dennis, and F. Fu. "¿Behaviour of semi-rigid composite beam ¿ column connections with steel beams and precast hollow core slabs." 2006. http://hdl.handle.net/10454/5777.

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This paper is concerned with the behaviour of beam ¿ column connections of steel ¿ concrete composite beams with precast hollow core slabs. Experiments were carried out to investigate the joint rotation characteristics and ultimate moment capacity of these connections. Details of the test specimens, instrumentation, test set-up and test procedures are described. Results obtained for the connection moment capacity, rotation capacity and failure modes are presented. It is found that through proper design and detailing, these simple steel connections display the characteristics of a semi-rigid co

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20

Μπάρος, Δημήτριος. "Επιλογή στρατηγικής ενίσχυσης σε υφιστάμενες κατασκευές απο οπλισμένο σκυρόδεμα με χρήση ανελαστικών αναλύσεων". Thesis, 2006. http://nemertes.lis.upatras.gr/jspui/handle/10889/492.

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Βασικός σκοπός της παρούσης διατριβής είναι η ανάπτυξη μιας διαδικασίας προσδιορισμού της βέλτιστης στρατηγικής ενίσχυσης ενός υφιστάμενου ανεπαρκούς κτιρίου, αξιοποιώντας τα δεδομένα που προκύπτουν από την αποτίμησή του με χρήση της ανελαστικής στατικής ανάλυσης και συνεκτιμώντας τις καμπύλες που αντιστοιχούν σε εναλλακτικές λύσεις επέμβασης και προσδιορίζονται προσεγγιστικά. Επειδή η καμπύλη αντίστασης του αρχικού φορέα αποτελεί τη σημαντικότερη πληροφορία που αξιολογείται στα πλαίσια της διαδικασίας που αναπτύχθηκε, ένας έμμεσος στόχος της παρούσης διατριβής είναι η αξιολόγηση των προσομοιω

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21

Fang, Bor Jian, and 方柏堅. "Rotating ring disk electrode measurements on modified spinel dissolution and capacity losses in lithium-ion cells." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/25457833433015297182.

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碩士<br>高雄醫學大學<br>化學系碩士班<br>92<br>There are three parts in this research. The first part was to study the cycle performance of LiMn2O4 spinel and its modified cathode materials by the pouch cells. The second part was to study capacity fade of LiMn2O4 spinel and its modified cathode materials by cyclic voltammetry(CV) scan experiments. The third part was to study Mn dissolution from LiMn2O4 spinel and its modified electrodes by rotating ring-disk collection experiments. Results exhibited modifications LiMn2O4 spinel improved capacity fade rate and suppressed the d

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22

Nian, Hong-Chi, and 粘鴻祺. "Study on the Loading Capacity of An Electrorheological Squeeze Film Damper with Rotating Circular Plate Electrode." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/29675310544499639022.

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碩士<br>大葉大學<br>機械工程學系碩士班<br>91<br>ABSTRACT It is known that the electrorheogical (ER) fluid demonstrates better ER effect in the squeeze mode operation than in shear or flow modes. Hence, this thesis concentrates on the application of the ER fluid contained between rotating circular disks and operated in squeeze mode. When the axial loading or rotating speed of the disks has changed, the torque and axial loading capacity of this ER film damper can be controlled by adjusting the applied electric field. The result of this study can apply to the related research in the smart thrust b

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23

Ou, Chin-Ching, and 歐進清. "Rotating ring disk electrode measurements on spinel dissolution and capacity losses in 4 V Li/LixMn2O4 rechargeable cells." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/08581367731591231723.

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碩士<br>高雄醫學大學<br>化學系碩士班<br>90<br>The major work of the research is divided into two parts .The first part was to study the capacity fading of LiMn2O4 spinel after 20 charge-discharged cycles in comparison with a commercialized LiCoO2. The capacity loss was 14.7% for LiCoO2 and 39.8% for LiMn2O4, respectively. The second part is to study Mn2+ dissolution from LiMn2O4 spinel cathode resulting in capacity fading by rotating ring-disk collection experiments. Results showed that the anodic stripping potential (Mn2+/Mn reduction) is about 1.8V. The quantity of Mn2+ dissoluted from the spin

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24

Peters, Frauke. "Vergleich dielektrisch behinderter Entladungen bezüglich der physikalischen Eigenschaften und der Wirkung auf Holz und Holzwerkstoffe." Doctoral thesis, 2018. http://hdl.handle.net/11858/00-1735-0000-002E-E553-0.

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