Zaloguj się

Gotowe bibliografie tematyczne / Anchorage (Structural engineering) / Rozprawy doktorskie

Kliknij ten link, aby zobaczyć inne rodzaje publikacji na ten temat: Anchorage (Structural engineering).

Rozprawy doktorskie na temat „Anchorage (Structural engineering)”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 27 lipca 2024

Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych

Wybierz rodzaj źródła:

Sprawdź 40 najlepszych rozpraw doktorskich naukowych na temat „Anchorage (Structural engineering)”.

Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.

Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.

Przeglądaj rozprawy doktorskie z różnych dziedzin i twórz odpowiednie bibliografie.

1

Hao, Jinde. "Dynamic responses of soil anchorages using numerical and centrifuge modelling techniques." Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources, 2008. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=24846.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

2

Ibell, Timothy. "Behaviour of anchorage zones for prestressed concrete." Thesis, University of Cambridge, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.259477.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

3

Ivanović, Ana. "The dynamic response of ground anchorage systems." Thesis, University of Aberdeen, 2001. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=165281.

Pełny tekst źródła

Streszczenie:

This thesis describes the development of the lumped parameter model and the results obtained from it. In order to fully utilise the response signatures obtained from GRANIT, it is essential to understand the effect of the various components of the 'complete ground anchorage system' such as protruding free and fixed length of the anchorage, anchorage head assembly, affected and non-affected rock mass. In order to monitor each subsystem and its dynamic response to potential changes/failures, the anchorage system, in its simplest form, is represented by the model which comprises seven masses and

Style APA, Harvard, Vancouver, ISO itp.

4

Applegate, Steven M. "The design of column base anchorages for shear and tension." Master's thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-01202010-020157/.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

5

Richardson, Mark Damian. "Dynamically installed anchors for floating offshore structures." University of Western Australia. School of Civil and Resource Engineering, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0230.

Pełny tekst źródła

Streszczenie:

The gradual depletion of shallow water hydrocarbon deposits has forced the offshore oil and gas industry to develop reserves in deeper waters. Dynamically installed anchors have been proposed as a cost-effective anchoring solution for floating offshore structures in deep water environments. The rocket or torpedo shaped anchor is released from a designated drop height above the seafloor and allowed to penetrate the seabed via the kinetic energy gained during free-fall and the anchors self weight. Dynamic anchors can be deployed in any water depth and the relatively simple fabrication and insta

Style APA, Harvard, Vancouver, ISO itp.

6

Randolph, Michael David. "Load transfer mechanisms and performance of prestressed rock anchors for dams." Thesis, Georgia Institute of Technology, 1996. http://hdl.handle.net/1853/19917.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

7

Milne, Grant Dean. "Condition monitoring & integrity assessment of rock anchorages." Thesis, University of Aberdeen, 1999. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=219062.

Pełny tekst źródła

Streszczenie:

Current methods for assessing the integrity of ground anchorages during service are primarily restricted to monitoring by load cells or load lift-off testing. Both are expensive and lift-off testing is time consuming and can damage the anchorage construction below the anchor head. Hence, only typically 5-10% of anchorages are monitored in service. As a result, The Institution of Civil Engineers reported that non-destructive test methods for ground anchorages need to be developed as a high priority (ICE, 1992). The Universities o f Aberdeen and Bradford have been conducting research since 1986

Style APA, Harvard, Vancouver, ISO itp.

8

Zhang, Huawen, and 张华文. "Influence of FRP anchors on FRP-to-concrete bonder interfaces." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2013. http://hub.hku.hk/bib/B49799551.

Pełny tekst źródła

Streszczenie:

Existing reinforced concrete (RC) structural members such as beams, columns and joints can be strengthened and repaired with externally bonded high-strength and light-weight fibre-reinforced polymer (FRP) composites. The effectiveness of such strengthening can, however, be limited by premature debonding of the FRP at strains well below the strain capacity of the FRP. Such failures are also generally sudden and give rise to brittle member behavour. It is therefore important to prevent or even delay debonding failure in order for the FRP strengthening to be more effectively and efficiently used

Style APA, Harvard, Vancouver, ISO itp.

9

Palop, Dorado Kilian Borja. "Assessment of condition of soil anchorage using centrifuge numerical and field experiments." Thesis, University of Aberdeen, 2012. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=206991.

Pełny tekst źródła

Streszczenie:

The University of Aberdeen has conducted research into ground anchorage systems since the early 1980's. During this time, the non-destructive GRANIT system (GRound ANchorage Integrity Testing) has been developed for anchorages in rock. The system is based on observing the dynamic response from anchorages to which an impulse of a known intensity has been applied. This technique has been proven to be a reliable system to assess the integrity of rock anchorages, which is then used as a base to study the integrity of soil anchorages. This research aims to implement a non-destructive testing system

Style APA, Harvard, Vancouver, ISO itp.

10

Weckert, Steven Mining Engineering Faculty of Engineering UNSW. "Anchorage and encapsulation failure mechanisms of rockbolts ??? stage 2." Awarded by:University of New South Wales. School of Mining Engineering, 2003. http://handle.unsw.edu.au/1959.4/19219.

Pełny tekst źródła

Streszczenie:

The Fully Encapsulated Resin Bolt (FERB) is widely utilised for strata control and ground support in civil and mining applications worldwide, with approximately 6 million installed per annum by the Australian coal mining industry. Independent studies have concluded that 30-35% of these rockbolts, which represents an annual expenditure of $40 million, are ineffective. The anchorage and failure mechanisms of FERB are yet to be quantified, and support systems are designed primarily from empirical rather than scientific methods. There are no standardised methods of assessing FERB components, ins

Style APA, Harvard, Vancouver, ISO itp.

11

Nayak, Sitaram. "Passive Earth Pressure Coefficients And There Applications In The Uplift Capacity Of Anchors." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/240.

Pełny tekst źródła

Streszczenie:

The problem of passive earth pressure is one of the important topics in Geotechnical engineering. At attempt is made in this thesis to generate passive earth pressure coefficients for general c-Φ soils using logarithmic spiral failure surface by limit equilibrium approach. Method of slices for the determination of passive force in c-Φsoils is presented and the method is extended to a typical problem of two layered soil system. The application of passive earth pressure coefficients has been demonstrated for pullout capacity of inclined strip anchors in sloping ground. A semi-empirical approach

Style APA, Harvard, Vancouver, ISO itp.

12

Nayak, Sitaram. "Passive Earth Pressure Coefficients And There Applications In The Uplift Capacity Of Anchors." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/240.

Pełny tekst źródła

Streszczenie:

The problem of passive earth pressure is one of the important topics in Geotechnical engineering. At attempt is made in this thesis to generate passive earth pressure coefficients for general c-Φ soils using logarithmic spiral failure surface by limit equilibrium approach. Method of slices for the determination of passive force in c-Φsoils is presented and the method is extended to a typical problem of two layered soil system. The application of passive earth pressure coefficients has been demonstrated for pullout capacity of inclined strip anchors in sloping ground. A semi-empirical approach

Style APA, Harvard, Vancouver, ISO itp.

13

Yang, Xiong. "Use of Fiber Reinforced Polymer Composite Cable for Post-tensioning Application." FIU Digital Commons, 2015. http://digitalcommons.fiu.edu/etd/2259.

Pełny tekst źródła

Streszczenie:

Corrosion of steel tendons is a major problem for post-tensioned concrete, especially because corrosion of the steel strands is often hard to detect inside grouted ducts. Non-metallic tendons can serve as an alternative material to steel for post-tensioning applications. Carbon fiber reinforced polymer (CFRP), given its higher strength and elastic modulus, as well as excellent durability and fatigue strength, is the most practical option for post-tensioning applications. The primary objective of this research project was to assess the feasibility of the use of innovative carbon fiber reinforce

Style APA, Harvard, Vancouver, ISO itp.

14

Tasligedik, Ali Sahin. "Lap Splice Behavior And Strength Of Cfrp Rolls." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609694/index.pdf.

Pełny tekst źródła

Streszczenie:

Behavior of lap splices formed by CFRP rolls has been studied. CFRP rolls have been prepared by using CFRP sheets of a certain width. Strengthening methods that use CFRP rolls as reinforcement may require an epoxy anchored lap splice due to the conditions at the strengthening regions. It may not always be possible to strengthen the region by using only one roll fan anchored at both ends, but using two rolls from opposite faces of the member and lap splicing them at the middle so that they act as a single roll. Lap splice behavior can be studied best by using flexural beam bond specimens if

Style APA, Harvard, Vancouver, ISO itp.

15

Staheli, Kimberlie. "Jacking Force Prediction: An Interface Friction Approach based on Pipe Surface Roughness." Diss., Available online, Georgia Institute of Technology, 2006, 2006. http://etd.gatech.edu/theses/available/etd-07052006-203035/.

Pełny tekst źródła

Streszczenie:

Thesis (Ph. D.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2007.<br>Dr. J. David Frost, Committee Chair ; Dr. G. Wayne Clough, Committee Co-Chair ; Dr. William F. Marcuson III, Committee Member ; Dr. Paul W. Mayne, Committee Member ; Dr. Susan Burns, Committee Member.

Style APA, Harvard, Vancouver, ISO itp.

16

FONTENELLE, Emmele Gonella. "Resistência à tração de pinos de ancoragem isolados e pré-instalados : Influência da armadura de flexão e de cisalhamento." Universidade Federal de Goiás, 2011. http://repositorio.bc.ufg.br/tede/handle/tde/657.

Pełny tekst źródła

Streszczenie:

Made available in DSpace on 2014-07-29T15:03:33Z (GMT). No. of bitstreams: 1 Dissertacao Emmele G Fontenelle.pdf: 3889725 bytes, checksum: 2db009d8581a8358994f13fbf37f6062 (MD5) Previous issue date: 2011-06-27<br>Fastenings inserted in concrete are used in order to allow the introduction of these components in concrete structures, enabling the structural link between metal structures and concrete foundation and between prefabricated components and fixing reinforcement elements. This work will study specifically an anchoring system pre-installed (cast-in-place anchor), consisting of single he

Style APA, Harvard, Vancouver, ISO itp.

17

Varun. "A Simplified Model for Lateral Response of Caisson Foundations." Thesis, Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/14016.

Pełny tekst źródła

Streszczenie:

Caisson or pier foundations are encountered as part of the foundation system of tall structures such as bridges, transmission towers, heliostats, etc, and correspond to rigid blocks of length-to-diameter (D/B) ratio on the order of D/B = 2-6. As a result of their geometry and stiffness characteristics, the mechanisms of load transfer from the superstructure to the surrounding soil and their kinematic response to seismic wave propagation are governed by a complex stress distribution at the pier-soil interface, which cannot be adequately represented by means of simplified Winkler models for shal

Style APA, Harvard, Vancouver, ISO itp.

18

Krishna, Y. S. R. "Numerical Analysis Of Large Size Horizontal Strip Anchors." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/207.

Pełny tekst źródła

Streszczenie:

Structures like transmission towers, tele-communication masts, dry-docks, tall chimneys, tunnels and burried pipelines under water etc are subjected to considerable uplift forces. The net effect of external loading on the foundations of these structures results in forces that try to pull the foundations out of the ground. Anchors are usually provided to resist such uplift forces. Earlier theoretical research of anchor behavior has focused on elastic response and ultimate pullout capacity. Many investigators have proposed techniques for determining the collapse load of anchors. Essentially t

Style APA, Harvard, Vancouver, ISO itp.

19

Krishna, Y. S. R. "Numerical Analysis Of Large Size Horizontal Strip Anchors." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/207.

Pełny tekst źródła

Streszczenie:

Structures like transmission towers, tele-communication masts, dry-docks, tall chimneys, tunnels and burried pipelines under water etc are subjected to considerable uplift forces. The net effect of external loading on the foundations of these structures results in forces that try to pull the foundations out of the ground. Anchors are usually provided to resist such uplift forces. Earlier theoretical research of anchor behavior has focused on elastic response and ultimate pullout capacity. Many investigators have proposed techniques for determining the collapse load of anchors. Essentially the

Style APA, Harvard, Vancouver, ISO itp.

20

Bagge, Niklas. "Structural assessment procedures for existing concrete bridges : Experiences from failure tests of the Kiruna Bridge." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63000.

Pełny tekst źródła

Streszczenie:

Assessing existing bridges is an important task in the sustainable management ofinfrastructure. In practice, structural bridge assessments are usually conducted usingtraditional and standardised methods, despite knowledge that these methods oftenprovide conservative estimates. In addition, more advanced methods are available, suchas nonlinear finite element (FE) analysis, that are used for research purposes and cansimulate the structural behaviour of bridges more accurately. Therefore, it would beuseful to develop practical and reliable procedures for refined assessments using theseadvanced te

Style APA, Harvard, Vancouver, ISO itp.

21

Chin, Jhin-Thiam. "Axial pile response in calcareous sediment." Phd thesis, School of Civil and Mining Engineering, 1992. http://hdl.handle.net/2123/7131.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

22

Zhang, Zhi, and Zhi Zhang. "Analytical Investigation of Inertial Force-Limiting Floor Anchorage System for Seismic Resistant Building Structures." Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625385.

Pełny tekst źródła

Streszczenie:

This dissertation describes the analytical research as part of a comprehensive research program to develop a new floor anchorage system for seismic resistant design, termed the Inertial Force-limiting Floor Anchorage System (IFAS). The IFAS intends to reduce damage in seismic resistant building structures by limiting the inertial force that develops in the building during earthquakes. The development of the IFAS is being conducted through a large research project involving both experimental and analytical research. This dissertation work focuses on analytical component of this research, whic

Style APA, Harvard, Vancouver, ISO itp.

23

Daflon, Marcelo Badini. "Estudo da aderência de arames da armadura de tração em conectores de dutos flexíveis." Universidade do Estado do Rio de Janeiro, 2010. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=1830.

Pełny tekst źródła

Streszczenie:

Este projeto tem o objetivo de apresentar o estudo dos arames da armadura de tração que são empregados no transporte de óleo, gás e umbilicais hidráulicos na indústria petrolífera. Este estudo foi desenvolvido sob a necessidade de melhor ancoragem dos arames da armadura de tração de modo a garantir que, mesmo após a ruptura do arame dentro do conector não haverá o escorregamento do mesmo provocando a queda do duto flexível. Assim sendo, foi estabelecido o estudo de aderência da interface dos arames da armadura de tração dos dutos flexíveis. Com os ensaios concluídos se estudou um novo procedim

Style APA, Harvard, Vancouver, ISO itp.

24

Nilforoush, Rasoul. "Anchorage in Concrete Structures : Numerical and Experimental Evaluations of Load-Carrying Capacity of Cast-in-Place Headed Anchors and Post-Installed Adhesive Anchors." Doctoral thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333.

Pełny tekst źródła

Streszczenie:

Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structures and strengthening of existing concrete structures has led to increased use of various metallic anchors in practice. Although millions of fasteners are used each year in the construction industry around the world, knowledge of the fastening technology remains poor. In a sustainable society, buildings and structures must, from time to time, be adj

Style APA, Harvard, Vancouver, ISO itp.

25

Champi, Farfan David. "Estudo do comportamento estatico e dinamico de um Riser vertical com boia de subsuperficie." [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/263664.

Pełny tekst źródła

Streszczenie:

Orientador: Celso Kazuyuki Morooka<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecanica e Instituto de Geociencias<br>Made available in DSpace on 2018-08-04T17:58:55Z (GMT). No. of bitstreams: 1 ChampiFarfan_David_M.pdf: 3228003 bytes, checksum: 8b3ed290e87307aa0cc1afcdd9c2ecf3 (MD5) Previous issue date: 2005<br>Resumo: Na atualidade as descobertas de óleo a grandes profundidades no mar têm levado ao desenvolvimento de campos localizados numa profundidade aproximada de 3000m, sendo então o sistema de Riser Híbrido Auto-Sustentável uma alternativa at

Style APA, Harvard, Vancouver, ISO itp.

26

Izadnegahdar, Reza. "Elastostatic interaction analysis of frames resting on homogeneous elastic half-space." Thesis, 2001. https://eprints.utas.edu.au/20797/1/whole_IzadnegahdarReza2001_thesis.pdf.

Pełny tekst źródła

Streszczenie:

The structural response of a building to applied loads depends on the behaviour of the soil supporting the structure. Structures may undergo various support deflections dependant on their support conditions. Such deflections are associated with soil deformation: the short-term deflections are known as the elastic component and, the long-term deflections are known as the permanent plastic component. Differential support displacements cause structural interaction between supports. To analyse such interaction, there are different approaches; it can be analytical or numerical, static or dynamic a

Style APA, Harvard, Vancouver, ISO itp.

27

Brenes, Francisco Javier. "Anchorage of grouted vertical duct connections for precast bent caps." Thesis, 2005. http://hdl.handle.net/2152/2396.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

28

Sorentino, Anthony William. "Behavior and analysis of pile caps with poor anchorage details." Thesis, 2012. http://hdl.handle.net/1957/28679.

Pełny tekst źródła

Streszczenie:

Pile caps are structural elements used to transmit loads from structural columns into pile groups. A pile cap is generally constructed of reinforced concrete and contains only minimal flexural reinforcing steel. Using modern design methods, the anchorage of the flexural steel may limit the design capacity of existing pile caps. To develop new data on performance of existing pile caps with poorly detailed flexural reinforcing steel, four pile cap specimens were constructed and tested. The specimens were full-size representations of in-situ pile caps used in a mid-rise hospital building. Materia

Style APA, Harvard, Vancouver, ISO itp.

29

Thompson, Keith. "The anchorage behavior of headed reinforcement in CCT nodes and lap splices." Thesis, 2002. http://wwwlib.umi.com/cr/utexas/fullcit?p3086715.

Pełny tekst źródła

Style APA, Harvard, Vancouver, ISO itp.

30

Weckert, Steven. "Anchorage and encapsulation failure mechanisms of rockbolts - stage 2 /." 2003. http://www.library.unsw.edu.au/~thesis/adt-NUN/public/adt-NUN20040317.085411/index.html.

Pełny tekst źródła

Streszczenie:

Thesis (M. E.)--University of New South Wales, 2003.<br>"The precursor to this thesis was an industry-sponsored project, completed in 2000 by C. Offner at the School of Mining Engineering, UNSW ; this project is referred to as the Stage 1 project"--summary. Also available online.

Style APA, Harvard, Vancouver, ISO itp.

31

Young, Jessica (Jessica Marie). "Uplift capacity and displacement of helical anchors in cohesive soil." Thesis, 2012. http://hdl.handle.net/1957/29487.

Pełny tekst źródła

Streszczenie:

Helical anchors are a type of deep foundation element that can be installed quickly in almost any location and can accept the immediate application of operational loads. The use of helical anchors has expanded in recent decades from its established application in the power transmission industry to more traditional civil engineering applications such as residential construction, communication tower installations, and static and seismic structural retrofitting and reconstruction. Despite the wide range of helical anchor applications, few advances have been made in improving the understanding of

Style APA, Harvard, Vancouver, ISO itp.

32

Liebenberg, Willem Adriaan. "Behaviour and load capacities of cast-in recoverable anchor screws." Thesis, 2014. http://hdl.handle.net/10210/10814.

Pełny tekst źródła

Streszczenie:

M.Tech. (Civil Engineering)<br>Recoverable anchor screws are widely used in the construction of massive concrete structures such as dams, channels, tunnels and multi-story buildings to fix temporary cantilever forms. Attempts have been made before to quantify the failure capacities of recoverable anchor screws. However, such tests were conducted and reported on more than 25 years ago and were limited to a small number of tests on concrete strengths not exceeding 20 MPa, whereas most concrete constructions now exceed such strengths. The aim of this dissertation was to review the existing theori

Style APA, Harvard, Vancouver, ISO itp.

33

Johnson, Stacy Tawfig Kamal Mtenga Primus V. "Analytical modeling of fiber reinforced post-tensioned concrete anchorage zones." 2006. http://etd.lib.fsu.edu/theses/available/etd-07052006-101416.

Pełny tekst źródła

Streszczenie:

Thesis (M.S.)--Florida State University, 2006.<br>Advisor: Kamal Tawfig and Primus Mtenga, co-advisors, Florida State University, College of Engineering, Dept. of Civil & Environmental Engineering. Title and description from dissertation home page (viewed Sept. 15, 2006). Document formatted into pages; contains ix, 87 pages. Includes bibliographical references.

Style APA, Harvard, Vancouver, ISO itp.

34

Van, Wyk Riaan. "Non-destructive impact-testing as a method for roof bolt integrity analysis." Thesis, 2015. http://hdl.handle.net/10210/13825.

Pełny tekst źródła

Streszczenie:

M.Ing.(Electrical and Electronic Engineering)<br>The study investigated whether non-destructive impact testing, aided by supervised machine learning methods, could be used to identify improper roof bolt installations, related to insufficient grout coverage. The testing method involved the installation of four roof bolts, with varying installation properties, into a 1511 × 940 × 1350mm rock test block. Three fully grouted bolts served as examples of proper installations, with the fourth bolt grouted only up to half the length of the borehole serving as an improper roof bolt installation. The te

Style APA, Harvard, Vancouver, ISO itp.

35

Kouzer, K. M. "Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis." Thesis, 2008. https://etd.iisc.ac.in/handle/2005/1070.

Pełny tekst źródła

Streszczenie:

The present thesis is an attempt to investigate the interference effects on the magnitudes of the ultimate failure loads for a group of closely spaced strip footings and strip plate anchors. On account of an increase in the number of different civil engineering structures, footings and anchors are often need to be placed very close to each other. In such a situation, the ultimate bearing capacity/pullout capacity of an interfering footing/anchor becomes significantly different from that of a single isolated footing/anchor. The effect of interference on the magnitude of failure load is usually

Style APA, Harvard, Vancouver, ISO itp.

36

Kouzer, K. M. "Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis." Thesis, 2008. http://hdl.handle.net/2005/1070.

Pełny tekst źródła

Streszczenie:

The present thesis is an attempt to investigate the interference effects on the magnitudes of the ultimate failure loads for a group of closely spaced strip footings and strip plate anchors. On account of an increase in the number of different civil engineering structures, footings and anchors are often need to be placed very close to each other. In such a situation, the ultimate bearing capacity/pullout capacity of an interfering footing/anchor becomes significantly different from that of a single isolated footing/anchor. The effect of interference on the magnitude of failure load is usually

Style APA, Harvard, Vancouver, ISO itp.

37

Davison, J. B., Dennis Lam, and D. A. Nethercot. "Semi-rigid action of composite joints." 1990. http://hdl.handle.net/10454/5625.

Pełny tekst źródła

Streszczenie:

The results of a pilot series of tests, designed to investigate the influence of the presence of a composite floor slab on the performance of steel beam-to-column connections, are reported. Direct comparisons against equivalent bare steel tests show improvements in moment capacity (up to 15 times), with reinforcement anchorage being the main controlling factor. Thus joints to internal columns where the deck runs parallel to the beams and relatively small numbers of bars supplement the basic mesh reinforcement may be expected to give the best performance.

Style APA, Harvard, Vancouver, ISO itp.

38

(10713612), William Rich. "EXPERIMENTAL INVESTIGATION OF REPAIR TECHNIQUES FOR DETERIORATED END REGIONS OF PRESTRESSED CONCRETE BRIDGE GIRDERS." Thesis, 2021.

Znajdź pełny tekst źródła

Streszczenie:

<div> <p>Due to harsh environmental conditions, the deterioration of prestressed concrete bridge girders is a commonly observed phenomenon in Indiana and much of the Midwest. Concordantly, one widely observed damage scenario is deteriorated end regions of prestressed concrete girders. Damaged or failed expansion joints expose prestressed concrete girder end regions to chloride-laden water, resulting in a corrosive environment in which reinforcement section loss and concrete spalling can occur. For bridges experiencing this type of deterioration, action is needed to ensure the structure remain

Style APA, Harvard, Vancouver, ISO itp.

39

Sahoo, Jagdish Prasad. "Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors." Thesis, 2013. http://etd.iisc.ac.in/handle/2005/2811.

Pełny tekst źródła

Streszczenie:

This thesis presents the implementation of the upper bound limit analysis in combination with finite elements and linear optimization for solving different stability problems in geomechanics under plane strain conditions. Although the nonlinear optimization techniques are becoming quite popular, the linear optimization has been adopted due to its simplicity in implementation and ease in attaining the convergence while performing the analysis. The objectives of the present research work are (i) to reduce the computational effort while using an upper bound finite element limit analysis with line

Style APA, Harvard, Vancouver, ISO itp.

40

Sahoo, Jagdish Prasad. "Upper Bound Finite Element Limit Analysis for Problems of Reinforced Earth, Unsupported Tunnels and a Group of Anchors." Thesis, 2013. http://etd.iisc.ernet.in/handle/2005/2811.

Pełny tekst źródła

Streszczenie:

This thesis presents the implementation of the upper bound limit analysis in combination with finite elements and linear optimization for solving different stability problems in geomechanics under plane strain conditions. Although the nonlinear optimization techniques are becoming quite popular, the linear optimization has been adopted due to its simplicity in implementation and ease in attaining the convergence while performing the analysis. The objectives of the present research work are (i) to reduce the computational effort while using an upper bound finite element limit analysis with line

Style APA, Harvard, Vancouver, ISO itp.

Oferujemy zniżki na wszystkie plany premium dla autorów, których prace zostały uwzględnione w tematycznych zestawieniach literatury. Skontaktuj się z nami, aby uzyskać unikalny kod promocyjny!