Log in

Relevant bibliographies by topics / Load-deflection / Dissertations / Theses

To see the other types of publications on this topic, follow the link: Load-deflection.

Dissertations / Theses on the topic 'Load-deflection'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 dissertations / theses for your research on the topic 'Load-deflection.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.

1

Squires, G. R. G. "Investigation Of Begg 'Mini-Spring' Load-Deflection Characteristics." Thesis, Faculty of Dentistry, 1991. http://hdl.handle.net/2123/5080.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Snow, Edward Ramsey. "The load/deflection behavior of pretensioned cable-pulley transmission mechanisms." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/36477.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Jiao, Yaguang. "Non-linear load-deflection models for seafloor interaction with steel catenary risers." Thesis, [College Station, Tex. : Texas A&M University, 2007. http://hdl.handle.net/1969.1/ETD-TAMU-1279.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Boyd, Curtis Barton. "A Load-Deflection Study of Fiber-Reinforced Plastics as Reinforcement in Concrete Bridge Decks." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/9591.

Full text

Abstract:

Approximately fifty percent of the bridges in the United States are considered deficient. The deterioration of the concrete components is a leading cause of the problem. The deterioration of concrete bridge decks is due primarily to corrosion of the reinforcing steel in the concrete. A promising solution to the problem is the use of fiber reinforced plastics (FRP) as a replacement for reinforcing steel. The use of FRP as reinforcement has the following advantages of lightweight, high tensile strength, corrosion resistance, flexibility, and electromagnetic resistance. This paper looks at the us

APA, Harvard, Vancouver, ISO, and other styles

5

Phanthanousy, Samantha. "The Effect of the Stiffness of Unit Load Components on Pallet Deflection and Box Compression Strength." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/86203.

Full text

Abstract:

Currently, pallets are designed assuming that the load is distributed evenly on the top of the pallet. When pallets are loaded with packages such as corrugated boxes or returnable plastic containers, due to their physical shape, packages, are not capable of deforming freely with the pallet and a bridging phenomenon occurs. During this load bridging phenomenon, a portion of the vertical forces are redistributed as horizontal forces which causes the redistribution of the vertical compression stresses on the pallet towards the support. As a result, the deflection of the pallet can decrease and th

APA, Harvard, Vancouver, ISO, and other styles

6

Mennitt, Stuart Hayden. "The effects of ship load variations and seastate on hull girder deflection and combat system alignment." Thesis, Massachusetts Institute of Technology, 1990. http://hdl.handle.net/1721.1/32578.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Bulsara, Mayank T. (Mayank Thakordas). "Load deflection analysis for determining mechanical properties of thin films with tensile and compressive residual stresses." Thesis, Massachusetts Institute of Technology, 1995. http://hdl.handle.net/1721.1/38097.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

SOLTANI, GHULAM H. "BUCKLING AND POST-BUCKLING RESPOSNE OF SINGLE CURVATUE BEAM-COLUMNS UNDER THERMAL (FIRE) LOADS." OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2147.

Full text

Abstract:

The main objective of this research was to study the buckling and post-buckling response of axially restrained beam-columns under thermal loading. Also the effects of slenderness ratios on pre-buckling and post-buckling behavior which is neglected in AISC specification was examined. The results of this study indicate that: a) Both the deflection and end moment amplification factors are significantly smaller for the restrained beam-columns subjected to temperature increase than the corresponding unrestrained beam-columns subjected to (mechanical) axial loads. b) The deflection amplification fa

APA, Harvard, Vancouver, ISO, and other styles

9

Bowles, Seth I. "Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand." BYU ScholarsArchive, 2005. https://scholarsarchive.byu.edu/etd/723.

Full text

Abstract:

Three progressively larger statnamic lateral load tests were performed on a 2.59 m diameter drilled shaft foundation after the surrounding soil was liquefied using down-hole explosive charges. An attempt to develop p-y curves from strain data along the pile was made. Due to low quality and lack of strain data, p-y curves along the test shaft could not be reliably determined. Therefore, the statnamic load tests were analyzed using a ten degree-of-freedom model of the pile-soil system to determine the equivalent static load-deflection curve for each test. The equivalent static load-deflection cu

APA, Harvard, Vancouver, ISO, and other styles

10

Reilly, James Joseph. "Load Testing Deteriorated Spans of the Hampton Roads Bridge-Tunnel for Load Rating Recommendations." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/74302.

Full text

Abstract:

The Hampton Roads Bridge-Tunnel is one of the oldest prestressed concrete structures in the United States. The 3.5 mile long twin structure includes the world's first underwater tunnel between two man-made islands. Throughout its 60 years in service, the harsh environment along the Virginia coast has taken its toll on the main load carrying girders. Concrete spalling has exposed prestressing strands within the girders allowing corrosion to spread. Some of the more damaged girders have prestressing strands that have completely severed due to the extensive corrosion. The deterioration has caused

APA, Harvard, Vancouver, ISO, and other styles

11

Kassner, Bernard Leonard. "Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders." Thesis, Virginia Tech, 2004. http://hdl.handle.net/10919/10122.

Full text

Abstract:

A group of researchers, engineers, and government transportation officials have teamed up to design two bridges with simply-supported FRP composite structural beams. The Toms Creek Bridge, located in Blacksburg, Virginia, has been in service for six years. Meanwhile, the Route 601 Bridge, located in Sugar Grove, Virginia, has been in service for two years. Researchers have conducted load tests at both bridges to determine if their performance has changed during their respective service lives. The key design parameters under consideration are: deflection, wheel load distribution, and dynamic l

APA, Harvard, Vancouver, ISO, and other styles

12

Jafarian, Mostafa. "Behaviour of reverse channel connection to concrete filled hollow tube columns under fire conditions." Thesis, University of Manchester, 2013. https://www.research.manchester.ac.uk/portal/en/theses/behaviour-of-reverse-channel-connection-to-concrete-filled-hollow-tube-columns-under-fire-conditions(f60a80b2-a053-49d7-bbaf-22de4291a8e3).html.

Full text

Abstract:

This thesis presents the results of a research project to investigate the behaviour of the two components of a reverse channel connection to concrete filled tubular sections: the reverse channel and the steel tubular section, at both ambient and elevated temperatures. This research forms part of a European Union funded project on the robustness of joints to composite columns under fire conditions. The specific objectives of this research are to develop methods of quantifying the load-deformation behaviour at various temperatures of the two components. This research has been carried out through

APA, Harvard, Vancouver, ISO, and other styles

13

Weldezion, Awet Yemane. "Exploring the Scalability and Performance of Networks-on-Chip with Deflection Routing in 3D Many-core Architecture." Doctoral thesis, KTH, Industriell och Medicinsk Elektronik, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-179694.

Full text

Abstract:

Three-Dimensional (3D) integration of circuits based on die and wafer stacking using through-silicon-via is a critical technology in enabling "more-than-Moore", i.e. functional integration of devices beyond pure scaling ("more Moore"). In particular, the scaling from multi-core to many-core architecture is an excellent candidate for such integration. 3D systems design follows is a challenging and a complex design process involving integration of heterogeneous technologies. It is also expensive to prototype because the 3D industrial ecosystem is not yet complete and ready for low-cost mass prod

APA, Harvard, Vancouver, ISO, and other styles

14

Yeau, Kyong Yun. "EXPERIMENTAL, ANALYTICAL AND THEORETICAL INVESTIGATION OF CORRUGATED METAL CULVERT BEHAVIOR." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1267980162.

Full text

APA, Harvard, Vancouver, ISO, and other styles

15

Arnold, Stuart John. "Load transfer across cracks and joints in concrete slabs on grade." Thesis, Loughborough University, 2004. https://dspace.lboro.ac.uk/2134/7581.

Full text

Abstract:

This research has investigated the behaviour of joints and cracks under single and multiple cycles of load. This provides an increased understanding of concrete slab on grade performance, enabling more effective design and monitoring procedures. Examination of the geometry of cracks and joints within concrete slabs on grade has demonstrated that the commonly assumed parallel formation is erroneous. Measurements using embedded strain gauges, coring and surface profile levelling have uncovered that a high percentage of joints will contain larger crack widths at the surface than at the base, caus

APA, Harvard, Vancouver, ISO, and other styles

16

Chelliah, Devarajan. "Experimental and numerical analysis of a pipe arch culvert subjected to exceptional live load." Ohio : Ohio University, 1992. http://www.ohiolink.edu/etd/view.cgi?ohiou1172090797.

Full text

APA, Harvard, Vancouver, ISO, and other styles

17

Neely, William Douglas. "Evaluation of the In-Servic Performance of the Tom's Creek Bridge." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/33249.

Full text

Abstract:

The Tom's Creek Bridge is a small-scale demonstration project involving the use of fiber-reinforced polymer (FRP) composite girders as the main load carrying members. The project is intended to serve two purposes. First, by calculating bridge design parameters such as the dynamic load allowance, transverse wheel load distribution and deflections under service loading, the Tom's Creek Bridge will aid in modifying current AASHTO bridge design standards for use with FRP composite materials. Second, by evaluating the FRP girders after being exposed to service conditions, the project will begin

APA, Harvard, Vancouver, ISO, and other styles

18

Darabi, Mohammadali. "Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement." Thesis, Fredericton: University of New Brunswick, 2011. http://hdl.handle.net/1882/35382.

Full text

Abstract:

Fibre reinforced polymers (FRP’s) are considered an alternative to steel reinforcement in concrete structures because of their noncorrosive nature and nonmagnetic properties. FRP materials are, however, brittle and have a lower stiffness compared to steel. The latter property can lead to deflection and crack control problems in FRP-reinforced concrete flexural members under service loads. A considerable amount of information is available for short-term deflection of FRP-reinforced concrete members, but data on long-term deflections are scarce. This study presents the results of monotonic (shor

APA, Harvard, Vancouver, ISO, and other styles

19

Restrepo, Edgar Salom. "Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/36182.

Full text

Abstract:

The Route 601 Bridge in Sugar Grove, Virginia spans 39 ft over Dickey Creek. The Bridge is the first to use the Strongwell 36 in. fiber reinforced polymer (FRP) double web beam (DWB) in its superstructure. Replacement of the old bridge began in June 2001, and construction of the new bridge was completed in October 2001. The bridge was field tested in October 2001 and June 2002. This thesis details the field evaluation of the Rt. 601 Bridge. Using mid span deflection and strain data from the October 2001 and June 2002 field tests, the primary goal of this research was to determine the fo

APA, Harvard, Vancouver, ISO, and other styles

20

Luboya, Silhady Tshitende. "Finite element methods applied to boundary value problems derived from the deflection curve of a beam under the action of a point and a uniformly distributed load." Thesis, Linnéuniversitetet, Institutionen för matematik (MA), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-79196.

Full text

Abstract:

In this thesis, we analyze a roller - pinned supported beam of length L subjected to a point load at a distance `1 and a uniformly distributed load over the entire span of the beam. The aim of this study is to determine the slope and the vertical deflection curve of the beam. The analysis is conducted by applying the finite element method, which consists of dividing the whole domain into geometrically simple subdomains, namely elements. The analysis is then performed for each subdomain separately. The approximate solution is obtained by assembling all the elements. The problem is reduced into

APA, Harvard, Vancouver, ISO, and other styles

21

Ali, Saima. "Performance of protective composite runway pavement under moving and impact loads." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/116521/1/Saima_Ali_Thesis.pdf.

Full text

Abstract:

This PhD thesis is devoted in developing new multi-layer composite and concrete runway pavements to increase the resistance to impact load and heavy moving load and hence to extend the service life of runway pavement. A new series of laboratory tests results along with computer based structural analyses are presented to understand the effectiveness of new multi-layer composite and concrete runway pavements. The outcome of this research will be beneficial for the runway pavement designer to introduce and design such impact and moving load resistant multi-layer composite and concrete runway pave

APA, Harvard, Vancouver, ISO, and other styles

22

Runnels, Immanuel Kaleoonalani. "Dynamic Full-Scale Testing of a Pile Cap with Loose Silty Sand Backfill." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd1854.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

23

Ho, Nhat Minh. "Experimental and Theoretical Studies on Three-side Restrained Reinforced Concrete Walls." Thesis, Griffith University, 2018. http://hdl.handle.net/10072/380994.

Full text

Abstract:

Cast in situ or precast reinforced concrete (RC) walls are commonly used in multistorey buildings to withstand gravitational and lateral loadings. Walls restrained along the top and bottom edges by floors, with free vertical edges, subjected to in-plane axial loads behave in one-way action (OW). Axially-loaded walls can also behave in two-way action with lateral support on three sides (TW3S) or four sides (TW4S), formed by floors and intersecting walls, when they are combined to form an isolated box, a bundled box, a coupled core, or a geometric, U-, T- or L-shape. In many circumstances, walls

APA, Harvard, Vancouver, ISO, and other styles

24

Daugevičius, Mykolas. "Influence of long-term load on the behaviour of reinforced concrete beams strengthened with carbon fibre composite." Doctoral thesis, Lithuanian Academic Libraries Network (LABT), 2011. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2011~D_20110210_102023-13761.

Full text

Abstract:

The influence of long-term load on the reinforced concrete beams strength-ened with a carbon fiber composite layer in the tensioned zone is considered in this dissertation. The evolution of deformations in the layers of the beams and the evolution of beam deflection is analyzed. The load carrying capacities after a long-term load action are also determined herein. The built-up-bars theory for calculation of deflections and the load carrying capacity after a long-term load action is presented in this dissertation. The thesis consists of an introduction, four main chapters, the results and concl

APA, Harvard, Vancouver, ISO, and other styles

25

Correia, Pedro Miguel de Medeiros. "Comportamentos à tracção de betões com muito elevado teor de fibras de aço." Master's thesis, Universidade de Évora, 2011. http://hdl.handle.net/10174/11514.

Full text

Abstract:

O desenvolvimento de poderosas misturas químicas de redução e retenção de água tornou possível a criação de misturas cimentícias muito fluidas e altamente resistentes sem ocorrer segregação. O método que estamos a desenvolver insere-se no campo dos Betões Reforçados com Fibras e é denominado de SIFCON (Slurry Infiltrated Fiber Concrete). Neste método estas misturas preenchem espaços vazios entre as fibras pré-colocadas apenas por acção do próprio peso. Neste trabalho, foram testadas amostras de SIFCON para avaliar o efeito das fibras na resistência à tracção e nas curvas tensão/deformação de v

APA, Harvard, Vancouver, ISO, and other styles

26

Kollárik, Adrián. "Monolitická železobetonová nádrž." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409794.

Full text

Abstract:

The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing documentations, construction proces and visualization. The drawing documentation consists of shape and reinforcement drawings of supporting parts.

APA, Harvard, Vancouver, ISO, and other styles

27

Dykas, Julia Catherine. "Behavior during construction of ramp B over I-40 in Nashville, TN." Thesis, Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/43711.

Full text

Abstract:

The construction of curved I-girder bridges generally requires detailed attention to the steel erection plan as well as the deck placement sequence. There is limited quantitative information available on the performance of large curved bridges under construction. This study seeks to address this limitation through the study of a curved ramp I-girder bridge. The bridge under study is the last of several bridges needed to complete the interchange between I-40 and Briley Parkway (TN SR155) in western Nashville, TN. The study consists of three parts. First, the bridge was instrumented and its beh

APA, Harvard, Vancouver, ISO, and other styles

28

Nguyen, Viet Anh. "A study on Textile Reinforced - and Expanded Polystyrene Concrete sandwich beams." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-158948.

Full text

Abstract:

Textile Reinforced Concrete (TRC) with a small thickness, high tensile and compressive strength has been combined with lightweight materials to create sandwich elements. Due to the low strength of the core materials in the sandwich elements, the additional shear connector devices were suggested to improve the load capacity. However, it raised an idea of using a higher strength material core, Expanded Polystyrene Concrete (EPC), without any connector devices to create a new type of lightweight sandwich element, which can be an answer for not only developing lightweight structures but also solvi

APA, Harvard, Vancouver, ISO, and other styles

29

Sajedi, Siavash. "RELIABILITY-BASED DESIGN OPTIMIZATION OF CORROSION MANAGEMENT STRATEGIES FOR REINFORCED CONCRETE STRUCTURES." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1503333406583485.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Cummins, Colin Reuben. "Behavior of a Full-Scale Pile Cap with Loosely and Densely Compacted Clean Sand Backfill under Cyclic and Dynamic Loadings." BYU ScholarsArchive, 2009. https://scholarsarchive.byu.edu/etd/1684.

Full text

Abstract:

A series of lateral load tests were performed on a full-scale pile cap with three different backfill conditions, namely: with no backfill present, with densely compacted clean sand in place, and with loosely compacted clean sand in place. In addition to being displaced under a static loading, the pile cap was subjected to low frequency, small displacement loading cycles from load actuators and higher frequency, small displacement, dynamic loading cycles from an eccentric mass shaker. The passive earth pressure from the backfill was found to significantly increase the load capacity of the pile

APA, Harvard, Vancouver, ISO, and other styles

31

Yuan, Zeng. "Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15980/1/Zeng_Yuan_Thesis.pdf.

Full text

Abstract:

The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity check. This design procedure is unable to trace the full range of load-deflection response and hence the failure modes of the frame structures can not be accurately predicted. In recent years, the development of advanced analysis methods has aimed at solving this problem by combining the analysis and design tasks into one step. Application of the new advanced analysis methods permits a comprehensive assessment of the actual fai

APA, Harvard, Vancouver, ISO, and other styles

32

Yuan, Zeng. "Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15980/.

Full text

Abstract:

The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity check. This design procedure is unable to trace the full range of load-deflection response and hence the failure modes of the frame structures can not be accurately predicted. In recent years, the development of advanced analysis methods has aimed at solving this problem by combining the analysis and design tasks into one step. Application of the new advanced analysis methods permits a comprehensive assessment of the actual fai

APA, Harvard, Vancouver, ISO, and other styles

33

Koubek, David. "Analýza silového zatížení při obrábění hliníkových slitin monolitními frézami ze slinutého karbidu." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2016. http://www.nusl.cz/ntk/nusl-241851.

Full text

Abstract:

The aim of this thesis is to create the proposal and expansion of knowledge in the field of experimental measurement of force load when milling thin-walled parts made of aluminum alloy monolithic cylindrical shank cutter of cemented carbide (hereinafter referred to as CC). It also discusses the theoretical analysis of the forces generated during milling, and practical approaches to their measurement experiments. This work also deals with the analysis of aluminum and its alloys. The next chapter describes the appropriate strategy for the machining of thin-walled components including defining th

APA, Harvard, Vancouver, ISO, and other styles

34

Juráň, Martin. "Výpočet stropní konstrukce metodou konečných prvků pomocí programu ANSYS." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225443.

Full text

Abstract:

Create finite elements model ( FEM ) for solution direct stress of bend by ANSYS. Analyze calculated stress and deflextion, compare with results by simple manually-operated calculation. Extremes of these quantities compare with results by encoded rule.

APA, Harvard, Vancouver, ISO, and other styles

35

Ho, Qhinhon D. "An Assessment Of The Accuracy Of The Euler-Bernoulli Beam Theory For Calculating Strain and Deflection in Composite Sandwich Beams." ScholarWorks@UNO, 2015. http://scholarworks.uno.edu/td/2084.

Full text

Abstract:

This study focuses on assessing the accuracy of the Euler-Bernoulli beam theory as computational bases to calculate strain and deflection of composite sandwich beam subjected to three-point and four-point bending. Two groups of composite sandwich beams tests results will be used for comparison purposes. Mechanical properties for the laminated skin are provided by researchers from University of Mississippi (Ellen Lackey et al., 2000). Mechanical properties for the balsa wood core are provided by Alcan Baltek Corporation. Appropriate material properties and test geometries are then used in the E

APA, Harvard, Vancouver, ISO, and other styles

36

Fatima, Tabassum. "Optimisation of lateral load-resisting systems in composite high-rise buildings." Thesis, Queensland University of Technology, 2014. https://eprints.qut.edu.au/67563/2/Tabassum_Fatima_Thesis.pdf.

Full text

Abstract:

This research is carried out by using finite element modelling of building prototypes with three different layouts (rectangular, octagonal and L-shaped) for three different heights (98.0 m, 147.0 m and 199.5 m) for the optimization of lateral load-resisting systems in composite high-rise buildings. Variations of lateral bracings (different number and varied placement along model height of belt-truss and outrigger floors) with RCC (reinforced cement concrete) core wall are used in composite high-rise building models. Prototypes of composite buildings are analysed for dynamic wind and seismic lo

APA, Harvard, Vancouver, ISO, and other styles

37

Zavadil, Bronislav. "Rekonstrukce budovy pivovaru s předpjatými stropními deskami." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226419.

Full text

Abstract:

Aim of this master's thesis is an optimized design of locally supported ceiling slab of building of social center with account of span of columns and height of slab. Structure must be assessed in terms of limit state and service limit state by ČSN EN 1992-1-1 General rules and rules for buildings after design.

APA, Harvard, Vancouver, ISO, and other styles

38

Body, Roman. "Návrh ŽB nosné konstrukce víceúčelového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239973.

Full text

Abstract:

The aim of diploma thesis is design and appraise the structure of the spatial reinforced concrete object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 15. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.

APA, Harvard, Vancouver, ISO, and other styles

39

Kou, Yan. "Load-settlement behaviour of geosynthetic-reinforced granular soil cover over the conduit." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2247.

Full text

Abstract:

The buried conduits/pipes have been used for a comprehensive transport purpose, such as transporting water, gas, oil, sewage and other services. In recent years, many researchers have investigated the behaviour of the buried conduits under soil cover. Some researchers have attempted to use geosynthetic reinforcement within the soil cover to protect the buried conduit to extend their service life. Some studies have been conducted to investigate the behaviour of the reinforced-conduit covered with sandy soil, sandy gravel, silica or fly ash, etc. The researchers proposed some different methods,

APA, Harvard, Vancouver, ISO, and other styles

40

Formánek, Pavel. "Statické řešení rodinného domu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371807.

Full text

Abstract:

Master´s thesis is divided into two parts. In first part is author focusing on designing load-bearing structures that are made of reinforced concrete (floor slab, external wall, stairway). The assessments of those structures were made according to valid standard of ČSN EN 1992-1-1 and structural part of design documentation to those constructions were processed. In second, theoretical, part are different models of reinforced concrete slab in 3D (as part of whole construction) and in 2D created. The main task was to compare influence of different support´s stiffness in models on internal forces

APA, Harvard, Vancouver, ISO, and other styles

41

Russell, Dalin Newell. "The Influence of Pile Shape and Pile Sleeves on Lateral Load Resistance." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6232.

Full text

Abstract:

The lateral resistance of pile foundations is typically based on the performance of round piles even though other pile types are used. Due to lack of data there is a certain level of uncertainty when designing pile foundations other than round piles for lateral loading. Theoretical analyses have suggested that square sections will have more lateral resistance due to the increased side shear resistance, no test results have been available to substantiate the contention. Full-scale lateral load tests involving pile shapes such as circular, circular wrapped with high density polyethylene sheeting

APA, Harvard, Vancouver, ISO, and other styles

42

Kupcová, Zuzana. "Žáruvzdorné výrobky určené pro metalurgii hliníku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226730.

Full text

Abstract:

The master´s thesis focuses on high-alumina refractory materials used mainly in aluminia metallurgy. Teoretical part of this thesis is aimed at distribution of refractory materials, possibilities of its production and raw material basis. Characteristic properties are described as well as application possibilities in aluminium technology. In final part of this thesis experimental data are evaluated to obtain physical, mechanical, chemical properties of high-alumina refractory materials. Those are used for economical optimalization of raw materials.

APA, Harvard, Vancouver, ISO, and other styles

43

Decker, Brandon T. "In-Plane Lateral Load Capacities of Vertically Oriented Interlocking Timber Panels." BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/5304.

Full text

Abstract:

The Vertically Oriented Interlocking Timber (VOIT) panel is a new solid wood panel similar to Interlocking Cross Laminated Timber (ICLT) and the more commonly known Cross Laminated Timber (CLT). Like ICLT, VOIT panels use timber connections instead of the adhesives or metal fasteners common to CLT. The difference of VOIT is the orientation of the layers. Where CLT and ICLT panels alternate the orientation of each layer, VOIT panels orient all the layers in the same direction. The vertically oriented layers are then attached to one another by smaller horizontal dovetail members.Two types of VOI

APA, Harvard, Vancouver, ISO, and other styles

44

Pivodová, Alena. "Návrh železobetonového objektu s ohledem na požadavky požární odolnosti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392070.

Full text

Abstract:

The diploma thesis deals with an analysis of internal forces of B4 reinforced construction of an office building. Analysis takes into account interaction with subsoil and when designing structural parts of the building, different requirements for fire resistance of a structure are taken into account. A Dlubal RFEM 5.17 program was used for finite element analysis, and model functionality verification was performer by using a summation of moments method. The thesis deals with the design and assessment of a point-supported slab, column, inner and external walls.

APA, Harvard, Vancouver, ISO, and other styles

45

Obršlík, Petr. "Modelování a statická analýza stropní konstrukce v programu ANSYS." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226805.

Full text

Abstract:

This thesis mainly deals with modeling and static analysis of the ceiling structure in the basic environment of ANSYS. The first part is focused on verifying correctness of the model most stressed parts of the structure with a simple hand-static calculation by the process of stress on a continuous beam. The main part is devoted to modeling composite structure, element types, specifying loads and boundary conditions by ANSYS FEM program. In the end, there are the results of stress and deflection presented, and the structure is evaluated at the ultimate limit state and serviceability limit state

APA, Harvard, Vancouver, ISO, and other styles

46

Nation, Cory A. "The "45 Degree Rule" and its Impact on Strength and Stiffness of a Shaft Subjected to a Torsional Load." University of Dayton / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1417442309.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

D'ornellas, Mauro Cordeiro. "AVALIAÇÃO DE FORÇAS LIBERADAS POR ALÇAS EM FORMA DE GOTA UTILIZADAS EM MECÂNICA ORTODÔNTICA PARA FECHAMENTO DE ESPAÇOS." Universidade Federal de Santa Maria, 2010. http://repositorio.ufsm.br/handle/1/6057.

Full text

Abstract:

The purpose of this research was to investigate the influence of height, crosssection and metal alloy in the mechanical act of teardrop loops used in incisors retraction and in en masse retraction of incisors and canines, aiming analyze the mechanical behavior of these loops in relation to optimum forces presented in the literature. Two hundred and forty loops were submitted to a tensile load on the testing machine considered heights of 6mm, 8mm and 10mm; cross-sections of 0.018in.x 0.025in and 0.019in.x 0.025in and wire materials of stainless steel and beta-titanium alloys. It was obtained ma

APA, Harvard, Vancouver, ISO, and other styles

48

Matušíková, Anna. "Navrhování konstrukcí s FRP výztuží." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225478.

Full text

Abstract:

This diploma thesis presents available FRP software for calculating load bearing capacity of the structures reinforced with FRP and compares them between each other. Furthermore theory and algorithm of my own software is presented here. Load bearing capacity of structures which are reinforced with non-metallic reinforcement and loaded by combination of normal force and bending moment can be solved by my programme. Effects of high temperatures on the concrete structures can be included in the calculation. In the second part of the thesis is calculated load-bearing capacity and deflection of the

APA, Harvard, Vancouver, ISO, and other styles

49

Warren, Juliet. "Ultimate load and deflection behaviour of cellular beams." Thesis, 2001. http://hdl.handle.net/10413/5272.

Full text

Abstract:

Cellular beams were developed in 1987 and are an adaptation of castellated beams having many of the same advantages and disadvantages. There are no published results of tests on cellular beams and there is only one recognised method of analysis and design. Full scale destructive tests were carried out for this investigation on eight cellular beams. Beams loaded at midspan and at the third points were tested. Failure load, failure mode and deflections were obtained for each beam. The existing analysis method as well as three new methods for both ultimate load behaviour and deflections were chec

APA, Harvard, Vancouver, ISO, and other styles

50

SINGH, VANDANA. "DEFLECTION STUDY OF RCC LOAD BEARING WALL AND SLAB." Thesis, 2012. http://dspace.dtu.ac.in:8080/jspui/handle/repository/14023.

Full text

Abstract:

This study is made on a residential building which is constructed at Bawana by DSIIDC. The building is a RCC structure in which the slab is cast monolithically with the RCC walls of the building. This type of structure is called load bearing wall and slab structure. The thickness of the slab is 100mm and the thickness of the wall is also 100mm.Due to the use of thin sections, the useable area had increased to a considerable amount. It is a G+3 structure planned for the EWS (economically weaker sections). Each dwelling is a one room set with attached toilet. A door opening was planned in the

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!