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You searched for subject:( load bearing capacity). Showing records 1 – 30 of 10528 total matches.

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Louisiana State University

1. Fesanghary, Mohammad. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.

Degree: PhD, Mechanical Engineering, 2013, Louisiana State University

 Bearings are basic and essential components of nearly all machinery. They must be designed to work under different loads, speeds, and environments. Of all the… (more)

Subjects/Keywords: Shape Optimization; Hydrodynamic; Load-Carrying Capacity; Bearing

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APA (6th Edition):

Fesanghary, M. (2013). Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644

Chicago Manual of Style (16th Edition):

Fesanghary, Mohammad. “Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.” 2013. Doctoral Dissertation, Louisiana State University. Accessed December 13, 2019. etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644.

MLA Handbook (7th Edition):

Fesanghary, Mohammad. “Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.” 2013. Web. 13 Dec 2019.

Vancouver:

Fesanghary M. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2019 Dec 13]. Available from: etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644.

Council of Science Editors:

Fesanghary M. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644


Luleå University of Technology

2. Jourak, Amir. CFD analysis of a journal bearing with a microgroove on the shaft.

Degree: 2008, Luleå University of Technology

Journal bearings are used in many applications. An increase of their load carrying capacity and/or decrease of their losses may allow for savings of… (more)

Subjects/Keywords: Technology; Journal bearing; textured surface; load carrying capacity; Teknik

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APA (6th Edition):

Jourak, A. (2008). CFD analysis of a journal bearing with a microgroove on the shaft. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44625

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Jourak, Amir. “CFD analysis of a journal bearing with a microgroove on the shaft.” 2008. Thesis, Luleå University of Technology. Accessed December 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44625.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Jourak, Amir. “CFD analysis of a journal bearing with a microgroove on the shaft.” 2008. Web. 13 Dec 2019.

Vancouver:

Jourak A. CFD analysis of a journal bearing with a microgroove on the shaft. [Internet] [Thesis]. Luleå University of Technology; 2008. [cited 2019 Dec 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44625.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Jourak A. CFD analysis of a journal bearing with a microgroove on the shaft. [Thesis]. Luleå University of Technology; 2008. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-44625

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of New South Wales

3. Tang, Yi. Numerical Modelling of Shallow Foundations in Unsaturated Soils.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 Foundations are ubiquitous to geotechnical engineering. Most shallow foundations are built in unsaturated soils above the ground water table. Methods for evaluating the bearing capacity(more)

Subjects/Keywords: Bearing capacity; Finite element method; Unsaturated soil; Consolidation; plate load test

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APA (6th Edition):

Tang, Y. (2016). Numerical Modelling of Shallow Foundations in Unsaturated Soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/57086

Chicago Manual of Style (16th Edition):

Tang, Yi. “Numerical Modelling of Shallow Foundations in Unsaturated Soils.” 2016. Doctoral Dissertation, University of New South Wales. Accessed December 13, 2019. http://handle.unsw.edu.au/1959.4/57086.

MLA Handbook (7th Edition):

Tang, Yi. “Numerical Modelling of Shallow Foundations in Unsaturated Soils.” 2016. Web. 13 Dec 2019.

Vancouver:

Tang Y. Numerical Modelling of Shallow Foundations in Unsaturated Soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2019 Dec 13]. Available from: http://handle.unsw.edu.au/1959.4/57086.

Council of Science Editors:

Tang Y. Numerical Modelling of Shallow Foundations in Unsaturated Soils. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/57086


Brno University of Technology

4. Kučera, Petr. Konstrukce a realizace zařízení pro testování kluzných ložisek .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá konstrukčním návrhem a následnou realizací experimentálního zařízení pro testování kluzných ložisek. V první části práce je provedena rešerše současného stavu poznání… (more)

Subjects/Keywords: Kluzné ložisko; životnost ložiska; únosnost ložiska; testovací zařízení; únavové poškození; Plain bearing; bearing lifetime; bearing load capacity; bearing testing rig; fatigue damage

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APA (6th Edition):

Kučera, P. (2016). Konstrukce a realizace zařízení pro testování kluzných ložisek . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/60843

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kučera, Petr. “Konstrukce a realizace zařízení pro testování kluzných ložisek .” 2016. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/60843.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kučera, Petr. “Konstrukce a realizace zařízení pro testování kluzných ložisek .” 2016. Web. 13 Dec 2019.

Vancouver:

Kučera P. Konstrukce a realizace zařízení pro testování kluzných ložisek . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/60843.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kučera P. Konstrukce a realizace zařízení pro testování kluzných ložisek . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/60843

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Kentucky

5. Lawson, Edward. ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE.

Degree: 2019, University of Kentucky

 Large diameter piles are widely used as foundations to support buildings, bridges, and other structures. As a result, it is critical for the field to… (more)

Subjects/Keywords: Bearing Capacity; Large Diameter Piles; Load Transfer; T-Z Curves; Civil Engineering; Geotechnical Engineering

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APA (6th Edition):

Lawson, E. (2019). ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE. (Masters Thesis). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/86

Chicago Manual of Style (16th Edition):

Lawson, Edward. “ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE.” 2019. Masters Thesis, University of Kentucky. Accessed December 13, 2019. https://uknowledge.uky.edu/ce_etds/86.

MLA Handbook (7th Edition):

Lawson, Edward. “ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE.” 2019. Web. 13 Dec 2019.

Vancouver:

Lawson E. ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE. [Internet] [Masters thesis]. University of Kentucky; 2019. [cited 2019 Dec 13]. Available from: https://uknowledge.uky.edu/ce_etds/86.

Council of Science Editors:

Lawson E. ANALYSIS OF THE PILE LOAD TESTS AT THE US 68/KY 80 BRIDGE OVER KENTUCKY LAKE. [Masters Thesis]. University of Kentucky; 2019. Available from: https://uknowledge.uky.edu/ce_etds/86


Universidade do Rio Grande do Sul

6. Carretta, Mariana da Silva. Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais.

Degree: 2018, Universidade do Rio Grande do Sul

Fundações profundas, quando solicitadas ao carregamento lateral, são regidas por três critérios de projeto: resistência última do solo, carga última do elemento estrutural e deflexão… (more)

Subjects/Keywords: Solo residual; Laterally load piles; Capacidade de carga; Lateral load bearing capacity; Fundações (Engenharia); Natural lightly bonded soil; Residual soil

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APA (6th Edition):

Carretta, M. d. S. (2018). Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/178393

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Carretta, Mariana da Silva. “Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais.” 2018. Thesis, Universidade do Rio Grande do Sul. Accessed December 13, 2019. http://hdl.handle.net/10183/178393.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Carretta, Mariana da Silva. “Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais.” 2018. Web. 13 Dec 2019.

Vancouver:

Carretta MdS. Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2018. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/10183/178393.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Carretta MdS. Comportamento de um solo residual levemente cimentado : estimativa de capacidade de carga para estacas submetidas a esforços transversais. [Thesis]. Universidade do Rio Grande do Sul; 2018. Available from: http://hdl.handle.net/10183/178393

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Youngstown State University

7. Subedi, Shobha K. Load Rating of Flat Slab Bridges Without Plans.

Degree: MSin Engineering, Department of Civil/Environmental and Chemical Engineering, 2016, Youngstown State University

 In the United States, there is a large number of reinforced concrete flat slab bridges, which were constructed during 1900’s and are still in service.… (more)

Subjects/Keywords: Civil Engineering; Engineering; Transportation Planning; Concrete flat slab bridges; Load rating; Finite element modeling; Load bearing capacity

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APA (6th Edition):

Subedi, S. K. (2016). Load Rating of Flat Slab Bridges Without Plans. (Masters Thesis). Youngstown State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ysu1471608754

Chicago Manual of Style (16th Edition):

Subedi, Shobha K. “Load Rating of Flat Slab Bridges Without Plans.” 2016. Masters Thesis, Youngstown State University. Accessed December 13, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1471608754.

MLA Handbook (7th Edition):

Subedi, Shobha K. “Load Rating of Flat Slab Bridges Without Plans.” 2016. Web. 13 Dec 2019.

Vancouver:

Subedi SK. Load Rating of Flat Slab Bridges Without Plans. [Internet] [Masters thesis]. Youngstown State University; 2016. [cited 2019 Dec 13]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ysu1471608754.

Council of Science Editors:

Subedi SK. Load Rating of Flat Slab Bridges Without Plans. [Masters Thesis]. Youngstown State University; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ysu1471608754


Delft University of Technology

8. Crisbasanu, M.I. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.

Degree: 2010, Delft University of Technology

 Tensairity is a lightweight structural concept, a synergistic combination of an air-beam, cables and struts, which is categorized as a pneumatic structure. The central idea… (more)

Subjects/Keywords: tensairity; load-bearing

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APA (6th Edition):

Crisbasanu, M. I. (2010). The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375

Chicago Manual of Style (16th Edition):

Crisbasanu, M I. “The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.” 2010. Masters Thesis, Delft University of Technology. Accessed December 13, 2019. http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375.

MLA Handbook (7th Edition):

Crisbasanu, M I. “The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:.” 2010. Web. 13 Dec 2019.

Vancouver:

Crisbasanu MI. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. [Internet] [Masters thesis]. Delft University of Technology; 2010. [cited 2019 Dec 13]. Available from: http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375.

Council of Science Editors:

Crisbasanu MI. The effect of discrete reinforcement on the load‐bearing behavior of a spindle‐shaped Tensairity beam:. [Masters Thesis]. Delft University of Technology; 2010. Available from: http://resolver.tudelft.nl/uuid:290c0359-22b2-4f56-b23a-5d48ef799375

9. Heidenreich David. Spoje dřevěné kulatiny .

Degree: 2011, Czech University of Technology

 Dřevěná kulatina vždy byla tradičním stavebním materiálem používaným v Evropě. V současné době stoupá zájem o její využití na konstrukce pozemních staveb, a to z… (more)

Subjects/Keywords: roundwood timber - dřevěná kulatina; sustainable development - trvale udržitelný rozvoj; joint - spoj; load bearing capacity - únosnost; finite element method - metoda konečných prvků

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APA (6th Edition):

David, H. (2011). Spoje dřevěné kulatiny . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/7993

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

David, Heidenreich. “Spoje dřevěné kulatiny .” 2011. Thesis, Czech University of Technology. Accessed December 13, 2019. http://hdl.handle.net/10467/7993.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

David, Heidenreich. “Spoje dřevěné kulatiny .” 2011. Web. 13 Dec 2019.

Vancouver:

David H. Spoje dřevěné kulatiny . [Internet] [Thesis]. Czech University of Technology; 2011. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/10467/7993.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

David H. Spoje dřevěné kulatiny . [Thesis]. Czech University of Technology; 2011. Available from: http://hdl.handle.net/10467/7993

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


KTH

10. Hansson, Daniel. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.

Degree: Structural Engineering and Bridges, 2013, KTH

  A nonlinear finite element analysis was performed for an existing road bridge in order to see if that could show a higher load bearing(more)

Subjects/Keywords: Nonlinear finite element method; concrete slab brigde; support settlements; load bearing capacity assessment; angled supports; Abaqus

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APA (6th Edition):

Hansson, D. (2013). Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Hansson, Daniel. “Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.” 2013. Thesis, KTH. Accessed December 13, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Hansson, Daniel. “Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports.” 2013. Web. 13 Dec 2019.

Vancouver:

Hansson D. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. [Internet] [Thesis]. KTH; 2013. [cited 2019 Dec 13]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Hansson D. Nonlinear FEM load bearing capacity assessment of a concrete bridge subjected to support settlements : Case of a continious slab bridge with angled supports. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-138515

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

11. Halama, Lukáš. Animace funkce kluzného ložiska .

Degree: 2017, Brno University of Technology

 Tato bakalářská práce se zabývá tvorbou animací, které pomohou při objasňování základních principů funkce radiálního kluzného ložiska s hydrodynamickým mazáním. Animace budou následně využity pro… (more)

Subjects/Keywords: Kluzné ložisko; segment; animace; rychlostní profil; rozložení tlaku; nosnost.; Slide bearing; pad; animation; velocity profile; pressure distribution; load capacity.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Halama, L. (2017). Animace funkce kluzného ložiska . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/66304

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Halama, Lukáš. “Animace funkce kluzného ložiska .” 2017. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/66304.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Halama, Lukáš. “Animace funkce kluzného ložiska .” 2017. Web. 13 Dec 2019.

Vancouver:

Halama L. Animace funkce kluzného ložiska . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/66304.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Halama L. Animace funkce kluzného ložiska . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/66304

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

12. Stará, Anna. Čistička odpadních vod .

Degree: 2013, Brno University of Technology

 Tématem diplomové práce je posouzení navržené čističky odpadních vod. Práce se zabývá návrhem vyztužení nádrže. Průměr nádrže je 17,8m a hloubka je 6,2m.; The theme… (more)

Subjects/Keywords: Únosnost; konstrukce; výztuž; beton; železobeton; nádrž; čistička odpadních vod; Load bearing capacity; construction; reinforcement; concrete; reinforced concrete; reservoir; Sewage clarification plant

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APA (6th Edition):

Stará, A. (2013). Čistička odpadních vod . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29528

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Stará, Anna. “Čistička odpadních vod .” 2013. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/29528.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Stará, Anna. “Čistička odpadních vod .” 2013. Web. 13 Dec 2019.

Vancouver:

Stará A. Čistička odpadních vod . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/29528.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Stará A. Čistička odpadních vod . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29528

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

13. Němec, Martin. Lávka pro pěší v obci Staré Město .

Degree: 2015, Brno University of Technology

 Bakalářská práce „Lávka pro pěší v obci Staré Město“ se zabývá železobetonovou lávku pro chodce a cyklisty. Lávka se nachází na řece Krupá. Konstrukce je… (more)

Subjects/Keywords: železobeton; rám; lávka; zatížení; výkresová; dokumentace; únosnost; použitelnost; reinforced concrete; frame; pedestrian bridge; load; documentation; bearing capacity; serviceability

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APA (6th Edition):

Němec, M. (2015). Lávka pro pěší v obci Staré Město . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42433

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Němec, Martin. “Lávka pro pěší v obci Staré Město .” 2015. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/42433.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Němec, Martin. “Lávka pro pěší v obci Staré Město .” 2015. Web. 13 Dec 2019.

Vancouver:

Němec M. Lávka pro pěší v obci Staré Město . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/42433.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Němec M. Lávka pro pěší v obci Staré Město . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42433

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Oregon State University

14. Baker, Josiah D. Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework.

Degree: MS, Civil Engineering, 2016, Oregon State University

 This study presents the theoretical background necessary to model the bearing capacity of shallow and deep foundations in partially saturated soils. The conventional bearing capacity(more)

Subjects/Keywords: matric suction; Bearing capacity

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APA (6th Edition):

Baker, J. D. (2016). Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/59349

Chicago Manual of Style (16th Edition):

Baker, Josiah D. “Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework.” 2016. Masters Thesis, Oregon State University. Accessed December 13, 2019. http://hdl.handle.net/1957/59349.

MLA Handbook (7th Edition):

Baker, Josiah D. “Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework.” 2016. Web. 13 Dec 2019.

Vancouver:

Baker JD. Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/1957/59349.

Council of Science Editors:

Baker JD. Unsaturated Soils and Foundation Design : Theoretical Considerations for an Effective Stress Framework. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/59349

15. Almeida, Marina Prearo Benvenutti. Prova de carga rápida com recalque estabilizado.

Degree: Mestrado, Geotecnia, 2009, University of São Paulo

A prova de carga estática lenta é tradicional na engenharia de fundações, no mundo todo. Mas sua realização pode envolver um tempo excessivo e, por… (more)

Subjects/Keywords: Bearing capacity; Capacidade de carga; Colapsive soil; Ensaio de placa; Load test; Method of equilibrium; Método do equilíbrio; Plate load test; Prova de carga; Recalque; Settlements; Solo colapsível

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APA (6th Edition):

Almeida, M. P. B. (2009). Prova de carga rápida com recalque estabilizado. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/ ;

Chicago Manual of Style (16th Edition):

Almeida, Marina Prearo Benvenutti. “Prova de carga rápida com recalque estabilizado.” 2009. Masters Thesis, University of São Paulo. Accessed December 13, 2019. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/ ;.

MLA Handbook (7th Edition):

Almeida, Marina Prearo Benvenutti. “Prova de carga rápida com recalque estabilizado.” 2009. Web. 13 Dec 2019.

Vancouver:

Almeida MPB. Prova de carga rápida com recalque estabilizado. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2019 Dec 13]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/ ;.

Council of Science Editors:

Almeida MPB. Prova de carga rápida com recalque estabilizado. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-101635/ ;

16. Amann, Kurt André Pereira. Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas.

Degree: PhD, Engenharia Geotécnica, 2010, University of São Paulo

A pesquisa parte do fato de que os métodos semiempíricos de estimativa da capacidade de carga de estacas não devem ser empregados indiscriminadamente em qualquer… (more)

Subjects/Keywords: Bearing capacity; Capacidade de carga; Carga de ruptura; Critérios de ruptura; Failure criteria; Failure load; Fundações por estacas; Load transfer; Métodos semiempíricos; Pile foundation; Semiempirical methods; Transferência de carga

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APA (6th Edition):

Amann, K. A. P. (2010). Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-21102010-094919/ ;

Chicago Manual of Style (16th Edition):

Amann, Kurt André Pereira. “Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas.” 2010. Doctoral Dissertation, University of São Paulo. Accessed December 13, 2019. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-21102010-094919/ ;.

MLA Handbook (7th Edition):

Amann, Kurt André Pereira. “Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas.” 2010. Web. 13 Dec 2019.

Vancouver:

Amann KAP. Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas. [Internet] [Doctoral dissertation]. University of São Paulo; 2010. [cited 2019 Dec 13]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-21102010-094919/ ;.

Council of Science Editors:

Amann KAP. Metodologia semiempírica unificada para a estimativa da capacidade de carga de estacas. [Doctoral Dissertation]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-21102010-094919/ ;


Brno University of Technology

17. Štulrajterová, Terézia. Ocelová nosná konstrukce výrobní haly s mostovým jeřábem .

Degree: 2014, Brno University of Technology

 Bakalárska práca sa zaoberá návrhom a posúdením oceľovej nosnej konštrukcie dvojloďovej výrobnej haly obdĺžnikového pôdorysu so šírkou 32 m (20 + 12m) a dĺžkou 54,54 m… (more)

Subjects/Keywords: Nosná konštrukcia; zaťaženie; návrh; posúdenie; výrobná hala; väzník; väznica; stĺp; stužidlo; únosnosť; mostový žeriav.; Load-bearing; load; design; assessment; production hall; truss; purlin; pillar; bracing; carrying capacity; overhead crane.

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APA (6th Edition):

Štulrajterová, T. (2014). Ocelová nosná konstrukce výrobní haly s mostovým jeřábem . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35278

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Štulrajterová, Terézia. “Ocelová nosná konstrukce výrobní haly s mostovým jeřábem .” 2014. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/35278.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Štulrajterová, Terézia. “Ocelová nosná konstrukce výrobní haly s mostovým jeřábem .” 2014. Web. 13 Dec 2019.

Vancouver:

Štulrajterová T. Ocelová nosná konstrukce výrobní haly s mostovým jeřábem . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/35278.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Štulrajterová T. Ocelová nosná konstrukce výrobní haly s mostovým jeřábem . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35278

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

18. Gherca, Andrei. Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing.

Degree: Docteur es, Génie mécanique, productique, transport, 2013, Poitiers

La compréhension et la modélisation d'un contact lubrifié en présence de texturation nécessitent une description physique très fine pour comprendre les analyses contradictoires et pour… (more)

Subjects/Keywords: Tribologie; Lubrification hydrodynamique; Texture; Cavitation; Analyse numérique; Butée; Capacité de charge; Force de frottement; Tribology; Hydrodynamic lubrication; Texture; Cavitation; Numerical analysis; Thrust bearing; Load-carrying capacity; Friction force; 621.89

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gherca, A. (2013). Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing. (Doctoral Dissertation). Poitiers. Retrieved from http://www.theses.fr/2013POIT2279

Chicago Manual of Style (16th Edition):

Gherca, Andrei. “Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing.” 2013. Doctoral Dissertation, Poitiers. Accessed December 13, 2019. http://www.theses.fr/2013POIT2279.

MLA Handbook (7th Edition):

Gherca, Andrei. “Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing.” 2013. Web. 13 Dec 2019.

Vancouver:

Gherca A. Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing. [Internet] [Doctoral dissertation]. Poitiers; 2013. [cited 2019 Dec 13]. Available from: http://www.theses.fr/2013POIT2279.

Council of Science Editors:

Gherca A. Modélisation de la lubrification des surfaces texturées. Application à la butée en régime hydrodynamique : Modeling the lubrication effects induced by textured surfaces. Application to the hydrodynamic thrust bearing. [Doctoral Dissertation]. Poitiers; 2013. Available from: http://www.theses.fr/2013POIT2279


Universidade Federal de Santa Maria

19. Rafael Ziani Goulart. MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO.

Degree: 2012, Universidade Federal de Santa Maria

 A pressão de preconsolidação (σp) é obtida da curva de compressão do solo de forma gráfica visual, matemática ou associando ambas e é uma estimativa… (more)

Subjects/Keywords: Palavras-chave: capacidade de suporte de carga, compactação do solo, compressibilidade, mecânica do solo, função de pedotransferência; CIENCIA DO SOLO; load-bearing capacity, soil compaction, compressibility, soil mechanics, pedotransfer function

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Goulart, R. Z. (2012). MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO. (Thesis). Universidade Federal de Santa Maria. Retrieved from http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=4913

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Goulart, Rafael Ziani. “MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO.” 2012. Thesis, Universidade Federal de Santa Maria. Accessed December 13, 2019. http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=4913.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Goulart, Rafael Ziani. “MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO.” 2012. Web. 13 Dec 2019.

Vancouver:

Goulart RZ. MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO. [Internet] [Thesis]. Universidade Federal de Santa Maria; 2012. [cited 2019 Dec 13]. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=4913.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Goulart RZ. MODELAGEM DA CURVA DE COMPRESSÃO E DA PRESSÃO DE PRECONSOLIDAÇÃO DO SOLO. [Thesis]. Universidade Federal de Santa Maria; 2012. Available from: http://coralx.ufsm.br/tede/tde_busca/arquivo.php?codArquivo=4913

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Manchester

20. Al-Haddad, Ala'A. Characterisation and performance of fibre-reinforced composite restorations.

Degree: PhD, 2015, University of Manchester

 In the modern era of metal-free minimally-invasive dentistry, there is a growing tendency toward using metal-free restorative alternatives that provide not only excellent aesthetics but… (more)

Subjects/Keywords: 617.6; Fibre-reinforced composite; Oral scanner; Tooth wear; microhardness; edge strength; Shear bond strength; fatigue; load bearing capacity; crown; Fixed partial denture; CAD/CAM; digital dentistry

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Al-Haddad, A. (2015). Characterisation and performance of fibre-reinforced composite restorations. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794

Chicago Manual of Style (16th Edition):

Al-Haddad, Ala'A. “Characterisation and performance of fibre-reinforced composite restorations.” 2015. Doctoral Dissertation, University of Manchester. Accessed December 13, 2019. https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794.

MLA Handbook (7th Edition):

Al-Haddad, Ala'A. “Characterisation and performance of fibre-reinforced composite restorations.” 2015. Web. 13 Dec 2019.

Vancouver:

Al-Haddad A. Characterisation and performance of fibre-reinforced composite restorations. [Internet] [Doctoral dissertation]. University of Manchester; 2015. [cited 2019 Dec 13]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794.

Council of Science Editors:

Al-Haddad A. Characterisation and performance of fibre-reinforced composite restorations. [Doctoral Dissertation]. University of Manchester; 2015. Available from: https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794


North Carolina State University

21. Leng, Jianjun. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.

Degree: PhD, Civil Engineering, 2003, North Carolina State University

 The objective of this study is to investigate the behavior of reinforced unpaved structure under cyclic load through laboratory testing, finite element and theoretical analyses.… (more)

Subjects/Keywords: degradation; cyclic load; aggregate; geogrid; plastic deformation; subgrade bearing capacity

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APA (6th Edition):

Leng, J. (2003). Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/3177

Chicago Manual of Style (16th Edition):

Leng, Jianjun. “Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.” 2003. Doctoral Dissertation, North Carolina State University. Accessed December 13, 2019. http://www.lib.ncsu.edu/resolver/1840.16/3177.

MLA Handbook (7th Edition):

Leng, Jianjun. “Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load.” 2003. Web. 13 Dec 2019.

Vancouver:

Leng J. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. [Internet] [Doctoral dissertation]. North Carolina State University; 2003. [cited 2019 Dec 13]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3177.

Council of Science Editors:

Leng J. Characteristics and Behavior of Geogrid-Reinforced Aggregate under Cyclic Load. [Doctoral Dissertation]. North Carolina State University; 2003. Available from: http://www.lib.ncsu.edu/resolver/1840.16/3177


Brno University of Technology

22. Górnisiewicz, Tomáš. Optimalizace uložení ložisek převodovky domíchávače .

Degree: 2015, Brno University of Technology

 Předložená diplomová práce se zabývá návrhem a optimalizací ložisek v převodovce pro domíchávač. Převodovka je důležitou komponentou autodomíchávače, jelikož slouží k pohonu a uložení bubnu.… (more)

Subjects/Keywords: Domíchávač; planetová převodovka; ložisko; optimalizace; dynamická únosnost; kontaktní napětí; fmincon; Truck mixer; planetary gearbox; bearing; optimization; dynamic load capacity; contact stress; fmincon

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APA (6th Edition):

Górnisiewicz, T. (2015). Optimalizace uložení ložisek převodovky domíchávače . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/40525

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Górnisiewicz, Tomáš. “Optimalizace uložení ložisek převodovky domíchávače .” 2015. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/40525.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Górnisiewicz, Tomáš. “Optimalizace uložení ložisek převodovky domíchávače .” 2015. Web. 13 Dec 2019.

Vancouver:

Górnisiewicz T. Optimalizace uložení ložisek převodovky domíchávače . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/40525.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Górnisiewicz T. Optimalizace uložení ložisek převodovky domíchávače . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/40525

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

23. Kopřiva, Jan. Návrh železobetonového podchodu .

Degree: 2013, Brno University of Technology

 Cílem práce je navrhnout nosnou konstrukci železobetonového podchodu pod dálnicí. Délka přemostění je 4m. Konstrukce je uvažována jako rám vetknutý do základů. V práci bude… (more)

Subjects/Keywords: beton; železobeton; rám; most; podchod; zatížení; návrh; únosnost; použitelnost; založení; concrete; reinforced concrete; frame; bridge; subway; load; design; bearing capacity; serviceability; foundation

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APA (6th Edition):

Kopřiva, J. (2013). Návrh železobetonového podchodu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28717

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kopřiva, Jan. “Návrh železobetonového podchodu .” 2013. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/28717.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kopřiva, Jan. “Návrh železobetonového podchodu .” 2013. Web. 13 Dec 2019.

Vancouver:

Kopřiva J. Návrh železobetonového podchodu . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/28717.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kopřiva J. Návrh železobetonového podchodu . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28717

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

24. Šomodíková, Martina. Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů .

Degree: 2016, Brno University of Technology

 Práce je zaměřena na vytvoření komplexní metodiky pro pravděpodobnostní analýzu spolehlivosti a životnosti železobetonových konstrukcí, zejména mostů pozemních komunikací. Stanovení jejich zatížitelnosti je prováděno s… (more)

Subjects/Keywords: Spolehlivost; životnost; zatížitelnost; pravděpodobnost poruchy; index spolehlivosti; aproximace; umělá neuronová síť; Reliability; durability; load-bearing capacity; failure probability; reliability index; approximation; artificial neural network

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APA (6th Edition):

Šomodíková, M. (2016). Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69182

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Šomodíková, Martina. “Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů .” 2016. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/69182.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Šomodíková, Martina. “Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů .” 2016. Web. 13 Dec 2019.

Vancouver:

Šomodíková M. Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/69182.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Šomodíková M. Pravděpodobnostní analýza spolehlivosti a životnosti železobetonových mostů . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/69182

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

25. Nezval, Michal. Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 .

Degree: 2017, Brno University of Technology

 Většina starších mostů na dálnicích a pozemních komunikací v České republice a ve světě byly navrženy dle předpisů lišících se od dnes platných norem. Zatížitelnost,… (more)

Subjects/Keywords: Nelineární analýza; metoda konečných prvků; spolehlivost; zatížitelnost; degradace; nosník I-73; Nonlinear analysis; finite element method; reliability; load bearing capacity; degradation; girder I-73

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nezval, M. (2017). Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64507

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Nezval, Michal. “Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 .” 2017. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/64507.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Nezval, Michal. “Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 .” 2017. Web. 13 Dec 2019.

Vancouver:

Nezval M. Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/64507.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Nezval M. Pravděpodobnostní analýza zatížitelnosti železobetonového mostu z nosníků I-73 . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64507

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

26. Christophe, J.J.B. Calculation of dynamic pile bearing capacity based on the displacement during driving:.

Degree: 2014, Delft University of Technology

 The static bearing capacity of most driven piles in The Netherlands is derived using a preinstallation method based on soil parameters. As a result of… (more)

Subjects/Keywords: soil dynamics; driven piles; bearing capacity prediction

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Christophe, J. J. B. (2014). Calculation of dynamic pile bearing capacity based on the displacement during driving:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b7fbcefc-d9be-4383-bca4-28e2a310dd0a

Chicago Manual of Style (16th Edition):

Christophe, J J B. “Calculation of dynamic pile bearing capacity based on the displacement during driving:.” 2014. Masters Thesis, Delft University of Technology. Accessed December 13, 2019. http://resolver.tudelft.nl/uuid:b7fbcefc-d9be-4383-bca4-28e2a310dd0a.

MLA Handbook (7th Edition):

Christophe, J J B. “Calculation of dynamic pile bearing capacity based on the displacement during driving:.” 2014. Web. 13 Dec 2019.

Vancouver:

Christophe JJB. Calculation of dynamic pile bearing capacity based on the displacement during driving:. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2019 Dec 13]. Available from: http://resolver.tudelft.nl/uuid:b7fbcefc-d9be-4383-bca4-28e2a310dd0a.

Council of Science Editors:

Christophe JJB. Calculation of dynamic pile bearing capacity based on the displacement during driving:. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:b7fbcefc-d9be-4383-bca4-28e2a310dd0a


Brno University of Technology

27. Tomek, Ondřej. Zvýšení únosnosti kluzného axiálního ložiska .

Degree: 2009, Brno University of Technology

 Diplomová práce popisuje poznatky z oblasti axiálníhch kluzných ložisek s pevnými segmenty. Je v ní uvedena analýza axiálního kluzného ložiska používaného v turbodmychadle NR/20SJ. Dále… (more)

Subjects/Keywords: axiální kluzné ložisko; segmentové ložisko; únosnost; pevné segmenty; thrust bearing; segmental thrust bearing; Load carrying capacity; solid segments

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APA (6th Edition):

Tomek, O. (2009). Zvýšení únosnosti kluzného axiálního ložiska . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/7454

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Tomek, Ondřej. “Zvýšení únosnosti kluzného axiálního ložiska .” 2009. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/7454.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Tomek, Ondřej. “Zvýšení únosnosti kluzného axiálního ložiska .” 2009. Web. 13 Dec 2019.

Vancouver:

Tomek O. Zvýšení únosnosti kluzného axiálního ložiska . [Internet] [Thesis]. Brno University of Technology; 2009. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/7454.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Tomek O. Zvýšení únosnosti kluzného axiálního ložiska . [Thesis]. Brno University of Technology; 2009. Available from: http://hdl.handle.net/11012/7454

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Technology, Sydney

28. Vaughan, Shelden Patrick. Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day.

Degree: 2012, University of Technology, Sydney

 This research document reveals recent developments in advanced textiles and in technical garment design which may assist in the design development of human load carriage… (more)

Subjects/Keywords: Load carriage.; Load bearing vest.; Police.; Protective clothing.; Smart materials.

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APA (6th Edition):

Vaughan, S. P. (2012). Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/23536

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vaughan, Shelden Patrick. “Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day.” 2012. Thesis, University of Technology, Sydney. Accessed December 13, 2019. http://hdl.handle.net/10453/23536.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vaughan, Shelden Patrick. “Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day.” 2012. Web. 13 Dec 2019.

Vancouver:

Vaughan SP. Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day. [Internet] [Thesis]. University of Technology, Sydney; 2012. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/10453/23536.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vaughan SP. Clothing comfort, health and wellness in general duty police load bearing vests from 2008 to present day. [Thesis]. University of Technology, Sydney; 2012. Available from: http://hdl.handle.net/10453/23536

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

29. Gandhi, N.N. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.

Degree: 2016, Delft University of Technology

 Rapid growth in automotive sector and stringent safety requirements have led to the need for more sophisticated feedback mechanisms for the vehicle systems. One of… (more)

Subjects/Keywords: Load Sensing Bearing; Load Estimation; Strain; Uncertainty Analysis; Weighted Least Square

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gandhi, N. N. (2016). Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5

Chicago Manual of Style (16th Edition):

Gandhi, N N. “Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.” 2016. Masters Thesis, Delft University of Technology. Accessed December 13, 2019. http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5.

MLA Handbook (7th Edition):

Gandhi, N N. “Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :.” 2016. Web. 13 Dec 2019.

Vancouver:

Gandhi NN. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Dec 13]. Available from: http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5.

Council of Science Editors:

Gandhi NN. Load Estimation and Uncertainty Analysis Based on Strain Measurement With Application to Load Sensing Bearing :. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:1049e8a5-55e9-41b9-be9d-f84dd0fd80e5


Brno University of Technology

30. Baxant, Radek. Řešení stability prutových konstrukcí .

Degree: 2015, Brno University of Technology

 Předmětem této diplomové práce je posouzení stability štíhlých prutů zejména v ocelových konstrukcích. Před posuzováním prutů v rámových konstrukcích je zjišťován vliv nastavení výpočetního modelu… (more)

Subjects/Keywords: Stabilita štíhlých prutů; ocelová konstrukce; lineární výpočet; teorie druhého řádu; nastavení výpočetního programu; počáteční geometrická imperfekce; Eulerův prut; rámová konstrukce; trojkloubová rámová konstrukce; počáteční náklon konstrukce; vzpěrná únosnost; vzpěrná délka; součinitel vzpěrné délky; prut proměnného průřezu.; Stability of slenderness bars; steel structure; linear static analysis; second order theory; adjustment computational software; initial geometric imperfection; Euler's bar; frame structure; three-hinged frame structure; initial tilt structure; buckling load-bearing capacity; buckling load-bearing capacity coefficient; variable cross-section member.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Baxant, R. (2015). Řešení stability prutových konstrukcí . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37418

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Baxant, Radek. “Řešení stability prutových konstrukcí .” 2015. Thesis, Brno University of Technology. Accessed December 13, 2019. http://hdl.handle.net/11012/37418.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Baxant, Radek. “Řešení stability prutových konstrukcí .” 2015. Web. 13 Dec 2019.

Vancouver:

Baxant R. Řešení stability prutových konstrukcí . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 13]. Available from: http://hdl.handle.net/11012/37418.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Baxant R. Řešení stability prutových konstrukcí . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37418

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

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