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Dissertations / Theses on the topic 'Deformation slabs'

Author: Grafiati
Published: 28 May 2022
Last updated: 31 July 2025

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1

Chiao, Ling-Yun. "Membrane deformation rate and geometry of subducting slabs /." Thesis, Connect to this title online; UW restricted, 1991. http://hdl.handle.net/1773/6814.

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2

Wong, Harry Kam Woon. "The effect of bridge approach slabs on pavement deformation." Thesis, The University of Sydney, 1991. https://hdl.handle.net/2123/26379.

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Because there is a difference in stiffness between a bridge deck and the materials used in the approach embankment, traffic loading will cause the pavement to deform relative to the bridge deck and form a ‘bump’ at the end of the bridge. This causes drivers’ discomfort and accelerated damage to the pavement. The use of concrete approach slabs constructed so as to slope down from the bridge deck beneath the pavement has been proposed as a means of alleviating this problem. In this thesis, experimental and theoretical work have been carried out to investigate the behaviour of approach slabs un
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3

Штефан, Т. О. "Просторова деформація плити синусоїдальним штампом". Thesis, Сумський державний університет, 2014. http://essuir.sumdu.edu.ua/handle/123456789/39335.

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Розглянуто пружну деформацію плити у вигляді паралелепіпеда під дією гладкого штампа, який контактує з плитою по всій поверхні верхньої основи плити. Нижня основа вільна від навантажень, а вертикальні переміщення точок бокової грані дорівнюють нулю. Ця задача є тривимірним узагальненням задачі. Межові умови, яких не вистачає при постановці задачі, беремо із припущення, що нормальні переміщення можуть бути представлені у вигляді подвійних рядів Фур’є за синусами.
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4

Northard, Sarah Jane. "Deformation of the Tonga subducting slab." Thesis, University of Cambridge, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.264511.

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5

Martinez, Eloy E. (Eloy Eugene) 1969. "Curling deformations in cement paste slabs and effects of shrinkage reducing admixtures." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/39084.

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6

Peña-Ramos, Carlos Enrique 1962. "CONCRETE PONDING EFFECTS IN COMPOSITE FLOOR SYSTEMS." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276421.

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7

Ghyate, Forsberg Karima, and Rogin Ramak. "Discrete Element Modelling of the Unbound Layer for Slab Tracks on High Embankment." Thesis, KTH, Jord- och bergmekanik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-193139.

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According to Swedish guidelines for high speed railways on embankment, the total settlement is limited to 20 mm over a track length of 10 m during the construction service life. The main objective of this thesis was to investigate the deformation in the subgrade (unbound layer) in a slab track, since there are very few studies related to high speed railways on high earth structure, discussing particularly the unbound layer. This thesis examined the unbound layer consisting of granular material by using the discrete element method (DEM) software PFC. There was a focus on the material compaction
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8

Malý, David. "Studie vlivu úprav konstrukce panelové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240211.

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This thesis deals with influence on structure changes of panel building. It is about type B70/R, to which was collected necessary design documentation. Static analysis is performed by ANSYS software. 29 models was created to focus on stress and displacements. Verification of selected wall according to Eurocode is also included.
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9

Krtička, Jakub. "Statické řešení bazénu v novostavbě horského hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226921.

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The static solution at the new building mountain hotel The thesis deals with design and static calculation of pool tank, which is supported by columns and walls. Pool tank is designed as swimming pool with plan dimension 25 x 10 meters and with changing depth from 1,2 to 1,8 meters. The support of pool tank is in distance 5,02 x 5,05 meters. The adjacent ceiling is placed on the walls of tank and separates pool and technical areas. The calculations of inner forces were realized by computational programm for two models a) without decline of supports, and model b) with decline of supports. The d
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10

Lam, Dennis, and E. El-Lobody. "Behaviour of Headed Stud Shear Connectors in Composite Beam." 2005. http://hdl.handle.net/10454/5779.

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In composite beam design, headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel¿concrete interface. Present knowledge of the load¿slip behavior and the shear capacity of the shear stud in composite beam are limited to data obtained from the experimental push-off tests. For this purpose, an effective numerical model using the finite element method to simulate the push-off test was proposed. The model has been validated against test results and compared with data given in the current Code of Practices, i.e., BS5950, EC4, and AISC. Parametric studie
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11

Vincent, Thomas J. "Prediction of deformations in post-tensioned prestressed suspended slabs in tall buildings." Thesis, 2009. http://hdl.handle.net/2440/61075.

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The research presented in this thesis focuses on the accuracy of predicting deflections and cambers in partially prestressed suspended slabs. Precision in predicting this behaviour accurately is complex due to the large number of variables which affect the behaviour of suspended prestressed slabs. This level of complexity is particularly relevant for post tensioned slabs due to the numerous on site construction steps. Many of the variables are hard to determine accurately due to their tendency to be unique for each construction site. Variables such as ambient temperatures, concrete material pr
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12

Vincent, Thomas J. "Prediction of deformations in post-tensioned prestressed suspended slabs in tall buildings." 2009. http://hdl.handle.net/2440/61075.

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The research presented in this thesis focuses on the accuracy of predicting deflections and cambers in partially prestressed suspended slabs. Precision in predicting this behaviour accurately is complex due to the large number of variables which affect the behaviour of suspended prestressed slabs. This level of complexity is particularly relevant for post tensioned slabs due to the numerous on site construction steps. Many of the variables are hard to determine accurately due to their tendency to be unique for each construction site. Variables such as ambient temperatures, concrete material pr
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13

陳志彥. "Analysis and measurement for thermal deformation of a slab." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/13486590191131487361.

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14

GIDUQUIO, MARNIE BECIOS, and MARNIE BECIOS GIDUQUIO. "Punching Shear Strength and Deformation Capacity of Corner Slab-Column Connection." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/22553591534815758894.

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博士<br>國立臺灣科技大學<br>營建工程系<br>104<br>An experimental study is carried out to investigate the punching shear behavior of corner slab-column connection under combined gravity load and lateral displacement reversals. There are two design parameters considered in this study, namely the level of connection gravity shear and the flexural reinforcement ratio within the effective slab width defined in the ACI 318-14 (ACI Committee 318, 2014). Test results show that connection gravity shear should be limited to achieve a ductile response under earthquake-type loading. An increase in punching shear strengt
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15

Dlamini, Langa Shadrack, and Langa Shadrack Dlamini. "Re-examination of Punching Shear Strength and Deformation Capacity of Corner Slab-Column Connection." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/pk22uh.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>106<br>Effects of slab flexural reinforcement on the punching shear strength and deformation capacity of corner slab-column connections without shear reinforcement are evaluated in this study. Previous study’s six isolated corner slab-column subassemblages which were tested under combined gravity-type loading and lateral displacement reversals, results are discussed. Results from previous studies indicate that punching shear strength and deformation capacity per ACI 318-14 is not conservative for corner slab-column connections. For connections subjected to gravity-ty
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16

Татарин, Наталія Володимирівна, та Nataliia Tataryn. "Проект 14-ти поверхового будинку у Львові з дослідженням плити перекриття". Master's thesis, 2019. http://elartu.tntu.edu.ua/handle/lib/31281.

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Проведено серію випробувань безбалкової плити перекриття на продавлювання з метою визначення її реальної несучої здатності. Експериментальні дослідження проведено в лабораторних умовах з дослідними зразками розміром 50х450х60мм, що були виготовлені з бетону класу С20/25. Опрацьовано та проаналізовано попередньо отримані арактеристики міцності та деформативності експериментальних зразків. Для порівняння виконано розрахунок плити ерекриття на розрахункове граничне навантаження згідно діючих нормативних документів. За результатами дослідження иявлено, що руйнування зразка відбулось пр
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