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You searched for subject:(masonry structures). Showing records 1 – 30 of 62 total matches.

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Indian Institute of Science

1. Anant, Joshi Amrut. Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations.

Degree: PhD, Faculty of Engineering, 2018, Indian Institute of Science

 The most common form of dwellings in rural and semi-urban areas of India and other developing countries around the globe are one/two storey unreinforced masonry(more)

Subjects/Keywords: Reinforced Masonry; Masonry Buildings; Containment Reinforcement; Reinforced Masonry Materials; Reinforced Masonry Assemblages; Masonry Structures; Masonry Assemblages; Reinforced Masonry Building Models; Civil Engineering

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APA (6th Edition):

Anant, J. A. (2018). Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. (Doctoral Dissertation). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/3838

Chicago Manual of Style (16th Edition):

Anant, Joshi Amrut. “Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations.” 2018. Doctoral Dissertation, Indian Institute of Science. Accessed September 25, 2020. http://etd.iisc.ac.in/handle/2005/3838.

MLA Handbook (7th Edition):

Anant, Joshi Amrut. “Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations.” 2018. Web. 25 Sep 2020.

Vancouver:

Anant JA. Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. [Internet] [Doctoral dissertation]. Indian Institute of Science; 2018. [cited 2020 Sep 25]. Available from: http://etd.iisc.ac.in/handle/2005/3838.

Council of Science Editors:

Anant JA. Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. [Doctoral Dissertation]. Indian Institute of Science; 2018. Available from: http://etd.iisc.ac.in/handle/2005/3838


Delft University of Technology

2. Bindiganavile Ramadas, Srinidhi (author). A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.

Degree: 2018, Delft University of Technology

The growing need to understand the behaviour of un-reinforced masonry URM), subjected to repeated light man-made earthquakes caused by the extraction of gas in the… (more)

Subjects/Keywords: Unreinforce masonry structures; Degradation; engineering masonry model; DIANA; FEM modelling; Tension mode-I

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APA (6th Edition):

Bindiganavile Ramadas, S. (. (2018). A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42

Chicago Manual of Style (16th Edition):

Bindiganavile Ramadas, Srinidhi (author). “A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.” 2018. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42.

MLA Handbook (7th Edition):

Bindiganavile Ramadas, Srinidhi (author). “A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model.” 2018. Web. 25 Sep 2020.

Vancouver:

Bindiganavile Ramadas S(. A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42.

Council of Science Editors:

Bindiganavile Ramadas S(. A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:3c5dce16-f7c7-479f-80df-1bf141e0bf42


Universidade do Rio Grande do Norte

3. Câmara, Cássio Freire. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .

Degree: 2012, Universidade do Rio Grande do Norte

 This dissertation presents a hybrid ceramic block the use of which reside in the buildings executed with walls. Initially, we conducted a survey on the… (more)

Subjects/Keywords: Resíduos de construção civil; Reciclagem; Argila; Masonry structures; Building waste; Recycling

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APA (6th Edition):

Câmara, C. F. (2012). Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . (Masters Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/12733

Chicago Manual of Style (16th Edition):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .” 2012. Masters Thesis, Universidade do Rio Grande do Norte. Accessed September 25, 2020. http://repositorio.ufrn.br/handle/123456789/12733.

MLA Handbook (7th Edition):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .” 2012. Web. 25 Sep 2020.

Vancouver:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . [Internet] [Masters thesis]. Universidade do Rio Grande do Norte; 2012. [cited 2020 Sep 25]. Available from: http://repositorio.ufrn.br/handle/123456789/12733.

Council of Science Editors:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . [Masters Thesis]. Universidade do Rio Grande do Norte; 2012. Available from: http://repositorio.ufrn.br/handle/123456789/12733


Universidade do Rio Grande do Norte

4. Câmara, Cássio Freire. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .

Degree: 2012, Universidade do Rio Grande do Norte

 This dissertation presents a hybrid ceramic block the use of which reside in the buildings executed with walls. Initially, we conducted a survey on the… (more)

Subjects/Keywords: Resíduos de construção civil; Reciclagem; Argila; Masonry structures; Building waste; Recycling

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APA (6th Edition):

Câmara, C. F. (2012). Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . (Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/12733

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):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .” 2012. Thesis, Universidade do Rio Grande do Norte. Accessed September 25, 2020. http://repositorio.ufrn.br/handle/123456789/12733.

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

MLA Handbook (7th Edition):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais .” 2012. Web. 25 Sep 2020.

Vancouver:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . [Internet] [Thesis]. Universidade do Rio Grande do Norte; 2012. [cited 2020 Sep 25]. Available from: http://repositorio.ufrn.br/handle/123456789/12733.

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

Council of Science Editors:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais . [Thesis]. Universidade do Rio Grande do Norte; 2012. Available from: http://repositorio.ufrn.br/handle/123456789/12733

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


University of Edinburgh

5. Uduehi, June. Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams.

Degree: PhD, 1989, University of Edinburgh

Subjects/Keywords: 624.1; Prestressed masonry structures

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

APA (6th Edition):

Uduehi, J. (1989). Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/11485

Chicago Manual of Style (16th Edition):

Uduehi, June. “Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams.” 1989. Doctoral Dissertation, University of Edinburgh. Accessed September 25, 2020. http://hdl.handle.net/1842/11485.

MLA Handbook (7th Edition):

Uduehi, June. “Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams.” 1989. Web. 25 Sep 2020.

Vancouver:

Uduehi J. Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams. [Internet] [Doctoral dissertation]. University of Edinburgh; 1989. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1842/11485.

Council of Science Editors:

Uduehi J. Comparative study of the structural behaviour of prestressed beams of brickwork and concrete and the shear strength of brickwork beams. [Doctoral Dissertation]. University of Edinburgh; 1989. Available from: http://hdl.handle.net/1842/11485


Delft University of Technology

6. Alderliesten, Earnest (author). Retrofitting of Unreinforced Masonry with Timber Elements.

Degree: 2019, Delft University of Technology

 Due to gas extraction, seismic activity has become a major problem in the province of Groningen. Existing buildings are not designed to withstand seismic loads… (more)

Subjects/Keywords: Unreinforced masonry structures; Timber; Retrofitting; Groningen earthquakes; ETABS; Pushover analysis

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

APA (6th Edition):

Alderliesten, E. (. (2019). Retrofitting of Unreinforced Masonry with Timber Elements. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:6ecc1392-54bd-41ea-a4d3-2382e23e5d1e

Chicago Manual of Style (16th Edition):

Alderliesten, Earnest (author). “Retrofitting of Unreinforced Masonry with Timber Elements.” 2019. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:6ecc1392-54bd-41ea-a4d3-2382e23e5d1e.

MLA Handbook (7th Edition):

Alderliesten, Earnest (author). “Retrofitting of Unreinforced Masonry with Timber Elements.” 2019. Web. 25 Sep 2020.

Vancouver:

Alderliesten E(. Retrofitting of Unreinforced Masonry with Timber Elements. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:6ecc1392-54bd-41ea-a4d3-2382e23e5d1e.

Council of Science Editors:

Alderliesten E(. Retrofitting of Unreinforced Masonry with Timber Elements. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:6ecc1392-54bd-41ea-a4d3-2382e23e5d1e


Delft University of Technology

7. Grund, Mitchel (author). Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.

Degree: 2020, Delft University of Technology

 The city of Amsterdam has a large number of old quay walls with rotten foundation piles. These foundation piles need to be identified and measures… (more)

Subjects/Keywords: Unreinforced masonry structures; Quay walls; finite element analysis; Amsterdam

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APA (6th Edition):

Grund, M. (. (2020). Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e

Chicago Manual of Style (16th Edition):

Grund, Mitchel (author). “Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.” 2020. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e.

MLA Handbook (7th Edition):

Grund, Mitchel (author). “Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns.” 2020. Web. 25 Sep 2020.

Vancouver:

Grund M(. Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e.

Council of Science Editors:

Grund M(. Urban quay walls: A numerical study to recognize foundation defects via masonry damage patterns. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:4688cc06-dd2a-451c-b6bb-0c0a0068802e


Brno University of Technology

8. Šarounová, Pavla. Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction.

Degree: 2019, Brno University of Technology

 This thesis is focused on applying the process of the assessment of existing structures from ČSN ISO 13822 on the evaluation of stone constructions. These… (more)

Subjects/Keywords: Hodnocení existujících konstrukcí; kamenné konstrukce; zděné konstrukce; vazba zdiva; zkoušky přírodního kamene; Assessment of existing structures; stone structures; masonry structures; masonry bond; natural stone test methods

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APA (6th Edition):

Šarounová, P. (2019). Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/9511

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):

Šarounová, Pavla. “Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction.” 2019. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/9511.

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

MLA Handbook (7th Edition):

Šarounová, Pavla. “Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction.” 2019. Web. 25 Sep 2020.

Vancouver:

Šarounová P. Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/9511.

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

Council of Science Editors:

Šarounová P. Průzkumy a hodnocení konstrukcí z kamene: The survey and assessment of stone construction. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/9511

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


Clemson University

9. Bennett, John Sheridan. Existing Building Codes and Historic Masonry Towers.

Degree: MHP, Planning, Development, and Preservation, 2020, Clemson University

  The existing building codes offer exemptions for historic structures that lessen the prescriptive requirements and offer alternative means to achieve life safety goals. Three… (more)

Subjects/Keywords: Building Codes; Code Official; Existing Buildings; Historic Structures; Life Safety; Unreinforced Masonry

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APA (6th Edition):

Bennett, J. S. (2020). Existing Building Codes and Historic Masonry Towers. (Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/3303

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):

Bennett, John Sheridan. “Existing Building Codes and Historic Masonry Towers.” 2020. Thesis, Clemson University. Accessed September 25, 2020. https://tigerprints.clemson.edu/all_theses/3303.

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

MLA Handbook (7th Edition):

Bennett, John Sheridan. “Existing Building Codes and Historic Masonry Towers.” 2020. Web. 25 Sep 2020.

Vancouver:

Bennett JS. Existing Building Codes and Historic Masonry Towers. [Internet] [Thesis]. Clemson University; 2020. [cited 2020 Sep 25]. Available from: https://tigerprints.clemson.edu/all_theses/3303.

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

Council of Science Editors:

Bennett JS. Existing Building Codes and Historic Masonry Towers. [Thesis]. Clemson University; 2020. Available from: https://tigerprints.clemson.edu/all_theses/3303

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


Delft University of Technology

10. Ennali, N. (author). A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure.

Degree: 2020, Delft University of Technology

 Each year, the province of Groningen experiences many induced earthquakes due gas extraction, which has been ongoing since 1963. The earthquakes cause damage to the… (more)

Subjects/Keywords: SLaMa; Unreinforce masonry structures; seismic analysis; Groningen; Groningen earthquakes; Nonlinear finite element analysis; Pushover analysis

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

APA (6th Edition):

Ennali, N. (. (2020). A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a1e76c60-f9af-44f0-a270-ac2a13a7fcfa

Chicago Manual of Style (16th Edition):

Ennali, N (author). “A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure.” 2020. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:a1e76c60-f9af-44f0-a270-ac2a13a7fcfa.

MLA Handbook (7th Edition):

Ennali, N (author). “A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure.” 2020. Web. 25 Sep 2020.

Vancouver:

Ennali N(. A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure. [Internet] [Masters thesis]. Delft University of Technology; 2020. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:a1e76c60-f9af-44f0-a270-ac2a13a7fcfa.

Council of Science Editors:

Ennali N(. A comparison between the SLaMA method and NLFEA for 2D and 3D analyses of masonry structure. [Masters Thesis]. Delft University of Technology; 2020. Available from: http://resolver.tudelft.nl/uuid:a1e76c60-f9af-44f0-a270-ac2a13a7fcfa

11. Cássio Freire Câmara. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais.

Degree: 2012, Universidade Federal do Rio Grande do Norte

This dissertation presents a hybrid ceramic block the use of which reside in the buildings executed with walls. Initially, we conducted a survey on the… (more)

Subjects/Keywords: ENGENHARIA DE MATERIAIS E METALURGICA; Resíduos de construção civil; Reciclagem; Argila; Masonry structures; Building waste; Recycling

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

APA (6th Edition):

Câmara, C. F. (2012). Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais. (Thesis). Universidade Federal do Rio Grande do Norte. Retrieved from http://bdtd.bczm.ufrn.br/tedesimplificado//tde_busca/arquivo.php?codArquivo=5098

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):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais.” 2012. Thesis, Universidade Federal do Rio Grande do Norte. Accessed September 25, 2020. http://bdtd.bczm.ufrn.br/tedesimplificado//tde_busca/arquivo.php?codArquivo=5098.

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

MLA Handbook (7th Edition):

Câmara, Cássio Freire. “Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais.” 2012. Web. 25 Sep 2020.

Vancouver:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais. [Internet] [Thesis]. Universidade Federal do Rio Grande do Norte; 2012. [cited 2020 Sep 25]. Available from: http://bdtd.bczm.ufrn.br/tedesimplificado//tde_busca/arquivo.php?codArquivo=5098.

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

Council of Science Editors:

Câmara CF. Estudos e propriedades mecânicas de um novo tipo de bloco cerâmico híbrido para edificações em alvenarias estruturais. [Thesis]. Universidade Federal do Rio Grande do Norte; 2012. Available from: http://bdtd.bczm.ufrn.br/tedesimplificado//tde_busca/arquivo.php?codArquivo=5098

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


Rice University

12. Gao, Zhenjia. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.

Degree: PhD, Engineering, 2014, Rice University

 Hybrid masonry structures combine the ductility of steel components with the shear strength of reinforced masonry panels. The goal of this research is to provide… (more)

Subjects/Keywords: hybrid structures; damage mechanics; energy dissipation; load transfer; non-local algorithm; cyclic loading; seismic area; reinforced masonry wall; connector; steel frame

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

APA (6th Edition):

Gao, Z. (2014). Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. (Doctoral Dissertation). Rice University. Retrieved from http://hdl.handle.net/1911/105443

Chicago Manual of Style (16th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Doctoral Dissertation, Rice University. Accessed September 25, 2020. http://hdl.handle.net/1911/105443.

MLA Handbook (7th Edition):

Gao, Zhenjia. “Computational framework for the analysis of hybrid masonry systems using an improved non-local technique.” 2014. Web. 25 Sep 2020.

Vancouver:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Internet] [Doctoral dissertation]. Rice University; 2014. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/1911/105443.

Council of Science Editors:

Gao Z. Computational framework for the analysis of hybrid masonry systems using an improved non-local technique. [Doctoral Dissertation]. Rice University; 2014. Available from: http://hdl.handle.net/1911/105443


Delft University of Technology

13. Jiwapatria, Socio (author). Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure.

Degree: 2018, Delft University of Technology

 The increase of the human-induced seismicity in the Groningen has increased the interest of all stakeholders to ensure the structural safety of all residents in… (more)

Subjects/Keywords: Active control; Unreinforced masonry structures; Terraced house; Groningen; Human-induced seismicity; Earthquake; Linear Quadratic Regulator; Seismic response

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

APA (6th Edition):

Jiwapatria, S. (. (2018). Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:d8a4ef96-75e8-4139-a0e0-5ccb69b37bf8

Chicago Manual of Style (16th Edition):

Jiwapatria, Socio (author). “Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure.” 2018. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:d8a4ef96-75e8-4139-a0e0-5ccb69b37bf8.

MLA Handbook (7th Edition):

Jiwapatria, Socio (author). “Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure.” 2018. Web. 25 Sep 2020.

Vancouver:

Jiwapatria S(. Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:d8a4ef96-75e8-4139-a0e0-5ccb69b37bf8.

Council of Science Editors:

Jiwapatria S(. Application of Active Control System on the Seismic Response to Unreinforced Masonry Structure. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:d8a4ef96-75e8-4139-a0e0-5ccb69b37bf8


Delft University of Technology

14. Ferket, Max (author). Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.

Degree: 2018, Delft University of Technology

This research investigates how the equivalent frame method in combination with a sequentially linear analysis can be used to model the behaviour of a façade… (more)

Subjects/Keywords: SLA; Sequentially linear analysis; Equivalent frame method; Pavia experiment; Earthquake analsyis; Unreinforce masonry structures; URM; Finite Element Analysis; FEA

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APA (6th Edition):

Ferket, M. (. (2018). Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a

Chicago Manual of Style (16th Edition):

Ferket, Max (author). “Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.” 2018. Masters Thesis, Delft University of Technology. Accessed September 25, 2020. http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a.

MLA Handbook (7th Edition):

Ferket, Max (author). “Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures.” 2018. Web. 25 Sep 2020.

Vancouver:

Ferket M(. Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. [Internet] [Masters thesis]. Delft University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a.

Council of Science Editors:

Ferket M(. Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures. [Masters Thesis]. Delft University of Technology; 2018. Available from: http://resolver.tudelft.nl/uuid:9ecdea11-ef2d-4fd0-910c-a2442ff5705a


University of New Mexico

15. Trujillo, Nicole B. MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO.

Degree: Civil Engineering, 2016, University of New Mexico

  Earthen structures have a long architectural and cultural heritage in New Mexico. Similar structures are evident around the world. With the current depletion of… (more)

Subjects/Keywords: compressed earth blocks; masonry; earth structures; mechanical characteristics; soil classification; soil cement; Civil and Environmental Engineering

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APA (6th Edition):

Trujillo, N. B. (2016). MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO. (Masters Thesis). University of New Mexico. Retrieved from https://digitalrepository.unm.edu/ce_etds/147

Chicago Manual of Style (16th Edition):

Trujillo, Nicole B. “MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO.” 2016. Masters Thesis, University of New Mexico. Accessed September 25, 2020. https://digitalrepository.unm.edu/ce_etds/147.

MLA Handbook (7th Edition):

Trujillo, Nicole B. “MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO.” 2016. Web. 25 Sep 2020.

Vancouver:

Trujillo NB. MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO. [Internet] [Masters thesis]. University of New Mexico; 2016. [cited 2020 Sep 25]. Available from: https://digitalrepository.unm.edu/ce_etds/147.

Council of Science Editors:

Trujillo NB. MIX DESIGN AND MECHANICAL CHARACTERIZATION OF STABILIZED COMPRESSED EARTH BLOCKS AND ASSEMBLIES FOR THE JEMEZ PUEBLO IN NEW MEXICO. [Masters Thesis]. University of New Mexico; 2016. Available from: https://digitalrepository.unm.edu/ce_etds/147


Brno University of Technology

16. Lásko, Tomáš. Bytový dům: Apartment building.

Degree: 2019, Brno University of Technology

 The subject of the bachelor thesis is the design of a new building of a detached residential building in Dlouhá Třebová. The form corresponds to… (more)

Subjects/Keywords: Bakalářká práce; bytový dům; zděná konstrukce; cihelné zdivo Porotherm.; Bachelor thesis; apartment house; masonry structures; brickwork Porotherm.

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APA (6th Edition):

Lásko, T. (2019). Bytový dům: Apartment building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179938

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):

Lásko, Tomáš. “Bytový dům: Apartment building.” 2019. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/179938.

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

MLA Handbook (7th Edition):

Lásko, Tomáš. “Bytový dům: Apartment building.” 2019. Web. 25 Sep 2020.

Vancouver:

Lásko T. Bytový dům: Apartment building. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/179938.

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

Council of Science Editors:

Lásko T. Bytový dům: Apartment building. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179938

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


Brno University of Technology

17. Kopecký, Martin. Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle.

Degree: 2019, Brno University of Technology

 This diploma thesis deals with the diagnostics of masonry structures. In the theoretical part of this thesis it is described the system of assessment of… (more)

Subjects/Keywords: Hodnocení existujících konstrukcí; stavebně technický průzkum; diagnostika zděných konstrukcí; zdivo; cihla; malta; pevnost v tlaku zdiva; Assessment of existing structures; construction and technological survey; diagnostics of masonry structure; masonry; brick; mortar; compressive strength of masonry

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APA (6th Edition):

Kopecký, M. (2019). Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64692

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):

Kopecký, Martin. “Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle.” 2019. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/64692.

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

MLA Handbook (7th Edition):

Kopecký, Martin. “Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle.” 2019. Web. 25 Sep 2020.

Vancouver:

Kopecký M. Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/64692.

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

Council of Science Editors:

Kopecký M. Průzkum a hodnocení zděné budovy zámečku: Survey and assessment of masonry building castle. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64692

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

18. Phan, Thanh-Luong. Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method.

Degree: Docteur es, Mécanique et génie civil, 2015, Montpellier

 La maçonnerie est une technique de construction très ancienne qui est toujours d'utilisation très répandue sous toutes les latitudes. Elle fait appel à deux éléments… (more)

Subjects/Keywords: Structures en maçonnerie; Méthode des élément discrets; Non Smooth Contact Dynamics; Modélisation; Lmgc 90; Génie civil; Masonry structures; Discrete element methods; Non Smooth Contact Dynamics; Modeling; Lmgc 90; Civil engineering

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APA (6th Edition):

Phan, T. (2015). Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method. (Doctoral Dissertation). Montpellier. Retrieved from http://www.theses.fr/2015MONTS243

Chicago Manual of Style (16th Edition):

Phan, Thanh-Luong. “Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method.” 2015. Doctoral Dissertation, Montpellier. Accessed September 25, 2020. http://www.theses.fr/2015MONTS243.

MLA Handbook (7th Edition):

Phan, Thanh-Luong. “Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method.” 2015. Web. 25 Sep 2020.

Vancouver:

Phan T. Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method. [Internet] [Doctoral dissertation]. Montpellier; 2015. [cited 2020 Sep 25]. Available from: http://www.theses.fr/2015MONTS243.

Council of Science Editors:

Phan T. Etude des structures en maçonnerie du génie civil par la méthode des éléments discrets : apports de la méthode "Non Smooth Contact Dynamics" : Study of masonry structures in civil engineering using the discrete element methods : benefits of the Non Smooth Contact Dynamics method. [Doctoral Dissertation]. Montpellier; 2015. Available from: http://www.theses.fr/2015MONTS243


Indian Institute of Science

19. Uday Vyas, V. Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength.

Degree: MSc Engg, Faculty of Engineering, 2009, Indian Institute of Science

Masonry is a layered composite consisting of mortar and the masonry unit. Perfect bond between the masonry unit and the mortar is essential for the… (more)

Subjects/Keywords: Masonry Compressive Strength; Finite Element Method; Masonry Structures; Masonry Behavior; Masonry Bond Strength; Mortars; Soil Cement Blocks; Bricks - Compressive Strength; Civil Engineering

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APA (6th Edition):

Uday Vyas, V. (2009). Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength. (Masters Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ac.in/handle/2005/462

Chicago Manual of Style (16th Edition):

Uday Vyas, V. “Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength.” 2009. Masters Thesis, Indian Institute of Science. Accessed September 25, 2020. http://etd.iisc.ac.in/handle/2005/462.

MLA Handbook (7th Edition):

Uday Vyas, V. “Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength.” 2009. Web. 25 Sep 2020.

Vancouver:

Uday Vyas V. Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength. [Internet] [Masters thesis]. Indian Institute of Science; 2009. [cited 2020 Sep 25]. Available from: http://etd.iisc.ac.in/handle/2005/462.

Council of Science Editors:

Uday Vyas V. Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength. [Masters Thesis]. Indian Institute of Science; 2009. Available from: http://etd.iisc.ac.in/handle/2005/462

20. Stathas, Nikolaos. Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων.

Degree: 2017, University of Patras; Πανεπιστήμιο Πατρών

 Despite the fact that extreme actions on structures, such as explosions or impacts, have low probability of occurrence, their consequences could lead to structural failure… (more)

Subjects/Keywords: Κατασκευές οπλισμένου σκυροδέματος; Ακραίες δράσεις; Απώλεια στήριξης; Προοδευτική κατάρρευση; Ανθεκτικότητα κατασκευών; Πειραματικές δοκιμές; Κατασκευές ΟΣ με ξηρές συνδέσεις; Μη-φέρουσες τοιχοπληρώσεις; Reinforced concrete structures; Extreme actions; Support loss; Progressive collapse; Structures resilience; Experimental tests; Dry-jointed RC structures; Masonry infills

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APA (6th Edition):

Stathas, N. (2017). Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/42083

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):

Stathas, Nikolaos. “Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων.” 2017. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed September 25, 2020. http://hdl.handle.net/10442/hedi/42083.

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

MLA Handbook (7th Edition):

Stathas, Nikolaos. “Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων.” 2017. Web. 25 Sep 2020.

Vancouver:

Stathas N. Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10442/hedi/42083.

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

Council of Science Editors:

Stathas N. Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2017. Available from: http://hdl.handle.net/10442/hedi/42083

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

21. Αδάμη, Χρυσή-Ελπίδα. Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων.

Degree: 2011, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Within the Doctoral Dissertation the bond mechanism of interfaces between masonry units and medium or low mechanical properties hydraulic grouts is experimentally investigated. Based on… (more)

Subjects/Keywords: Τοιχοποιίες, Ιστορικές; Επεμβάσεις; Υδραυλικά ενέματα; Μηχανισμός συνάφειας σε διεπιφάνειες ενεμάτων / δομικών λίθων; Μικροδομή; Καταστατικός νόμος; Αναλυτική προσομοίωση; Historic masonry structures; Interventions; Hydraulic grout; Bond mechanism between grouts and masonry units; Microstructure; Constitutive law; Numerical simulations

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APA (6th Edition):

Αδάμη, . . (2011). Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/24473

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):

Αδάμη, Χρυσή-Ελπίδα. “Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων.” 2011. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed September 25, 2020. http://hdl.handle.net/10442/hedi/24473.

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

MLA Handbook (7th Edition):

Αδάμη, Χρυσή-Ελπίδα. “Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων.” 2011. Web. 25 Sep 2020.

Vancouver:

Αδάμη . Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10442/hedi/24473.

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

Council of Science Editors:

Αδάμη . Πειραματική και αναλυτική διερεύνηση της συμπεριφοράς διεπιφανειών υδραυλικών ενεμάτων υψηλής διεισδυτικότητας και λίθινων ή πλίνθινων υπόβαθρων. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2011. Available from: http://hdl.handle.net/10442/hedi/24473

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

22. Mata, Rodrigo Carvalho da. Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural.

Degree: PhD, Estruturas, 2011, University of São Paulo

A avaliação da capacidade de carga das estruturas de alvenaria submetidas a ações horizontais depende da confiabilidade dos modelos de dimensionamento utilizados. De fato, a… (more)

Subjects/Keywords: Ações horizontais; Alvenaria estrutural; Elemento de junta; Elementos finitos; Finite elements; Horizontal actions; Joint element; Masonry structures; Painel de contraventamento; Shear wall

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APA (6th Edition):

Mata, R. C. d. (2011). Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-105656/ ;

Chicago Manual of Style (16th Edition):

Mata, Rodrigo Carvalho da. “Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural.” 2011. Doctoral Dissertation, University of São Paulo. Accessed September 25, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-105656/ ;.

MLA Handbook (7th Edition):

Mata, Rodrigo Carvalho da. “Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural.” 2011. Web. 25 Sep 2020.

Vancouver:

Mata RCd. Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural. [Internet] [Doctoral dissertation]. University of São Paulo; 2011. [cited 2020 Sep 25]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-105656/ ;.

Council of Science Editors:

Mata RCd. Análise experimental e numérica do comportamento de junta em painéis de contraventamento de alvenaria estrutural. [Doctoral Dissertation]. University of São Paulo; 2011. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-20092011-105656/ ;

23. Soto Izquierdo, Orieta. Estudo da interface bloco/graute em elementos de alvenaria estrutural.

Degree: PhD, Estruturas, 2015, University of São Paulo

A construção de edifícios em alvenaria estrutural tem evoluído de maneira significativa no Brasil. Os edifícios têm se tornado cada vez mais altos, atingindo a… (more)

Subjects/Keywords: Aderência graute/bloco; Alvenaria estrutural; Block/grout bond; Compressive strength; Ensaio de arrancamento; Grauteamento; Grouting; Masonry structures; Pull-out test; Resistência à compressão; Roughness; Rugosidade

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APA (6th Edition):

Soto Izquierdo, O. (2015). Estudo da interface bloco/graute em elementos de alvenaria estrutural. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13052015-165029/ ;

Chicago Manual of Style (16th Edition):

Soto Izquierdo, Orieta. “Estudo da interface bloco/graute em elementos de alvenaria estrutural.” 2015. Doctoral Dissertation, University of São Paulo. Accessed September 25, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13052015-165029/ ;.

MLA Handbook (7th Edition):

Soto Izquierdo, Orieta. “Estudo da interface bloco/graute em elementos de alvenaria estrutural.” 2015. Web. 25 Sep 2020.

Vancouver:

Soto Izquierdo O. Estudo da interface bloco/graute em elementos de alvenaria estrutural. [Internet] [Doctoral dissertation]. University of São Paulo; 2015. [cited 2020 Sep 25]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13052015-165029/ ;.

Council of Science Editors:

Soto Izquierdo O. Estudo da interface bloco/graute em elementos de alvenaria estrutural. [Doctoral Dissertation]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13052015-165029/ ;


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

24. Kouris, Emmanouil - Georgios. Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών.

Degree: 2018, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 In this Doctoral Thesis the inelastic behaviour of traditional unreinforced masonry(URM) structures, with emphasis on towers, is investigated. The behaviour of theseslender structures is examined… (more)

Subjects/Keywords: Τοιχοποιΐα; Yψίκορμες κατασκευές; Eκτός επιπέδου κατάρρευση; Στάθμη βλάβης; Τρωτότητα; Βαθμιδική ελαστικότητα; Masonry; Slender structures; Out - of - level collapse; Damage state; Vulnerability; Gradient elasticity

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

APA (6th Edition):

Kouris, E. -. G. (2018). Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/45375

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):

Kouris, Emmanouil - Georgios. “Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών.” 2018. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed September 25, 2020. http://hdl.handle.net/10442/hedi/45375.

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

MLA Handbook (7th Edition):

Kouris, Emmanouil - Georgios. “Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών.” 2018. Web. 25 Sep 2020.

Vancouver:

Kouris E-G. Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2018. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/10442/hedi/45375.

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

Council of Science Editors:

Kouris E-G. Σύγχρονες μέθοδοι υπολογισμού παραδοσιακών κατασκευών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2018. Available from: http://hdl.handle.net/10442/hedi/45375

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


Universidade Federal de Viçosa

25. Rafael Lopes e Silva. Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes.

Degree: 2011, Universidade Federal de Viçosa

Neste trabalho apresenta-se uma avaliação do comportamento estrutural de pórticos planos de aço preenchidos com alvenaria estrutural de blocos de concreto celular autoclavado, considerando a… (more)

Subjects/Keywords: Steel structures; Strut-and-tie model; Alvenaria estrutural; Pórticos preenchidos; Estruturas de aço; Modelo de bielas e tirantes; ENGENHARIA CIVIL; Filled porches; Structural masonry

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APA (6th Edition):

Silva, R. L. e. (2011). Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes. (Thesis). Universidade Federal de Viçosa. Retrieved from http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3377

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):

Silva, Rafael Lopes e. “Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes.” 2011. Thesis, Universidade Federal de Viçosa. Accessed September 25, 2020. http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3377.

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

MLA Handbook (7th Edition):

Silva, Rafael Lopes e. “Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes.” 2011. Web. 25 Sep 2020.

Vancouver:

Silva RLe. Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes. [Internet] [Thesis]. Universidade Federal de Viçosa; 2011. [cited 2020 Sep 25]. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3377.

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

Council of Science Editors:

Silva RLe. Avaliação de pórticos planos de aço considerando a contribuição da alvenaria pelo modelo de bielas e tirantes. [Thesis]. Universidade Federal de Viçosa; 2011. Available from: http://www.tede.ufv.br/tedesimplificado/tde_busca/arquivo.php?codArquivo=3377

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

26. Elilde Medeiros dos Santos. Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado.

Degree: 2007, Universidade Católica de Pernambuco

Apresenta-se neste trabalho a análise numérica de um edifício de 32 pavimentos, em concreto armado, situado na cidade do Recife. Primeiramente foi realizada a modelagem… (more)

Subjects/Keywords: alvenaria; construção de concreto armado; teoria das estruturas; pórticos estruturais; deformações e tensões; dissertações; ENGENHARIA CIVIL; masonry; reinforced concrete construction; theory of structures; structural frames; strains and stresses; dissertation

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

APA (6th Edition):

Santos, E. M. d. (2007). Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado. (Thesis). Universidade Católica de Pernambuco. Retrieved from http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=165

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):

Santos, Elilde Medeiros dos. “Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado.” 2007. Thesis, Universidade Católica de Pernambuco. Accessed September 25, 2020. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=165.

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

MLA Handbook (7th Edition):

Santos, Elilde Medeiros dos. “Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado.” 2007. Web. 25 Sep 2020.

Vancouver:

Santos EMd. Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado. [Internet] [Thesis]. Universidade Católica de Pernambuco; 2007. [cited 2020 Sep 25]. Available from: http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=165.

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

Council of Science Editors:

Santos EMd. Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado. [Thesis]. Universidade Católica de Pernambuco; 2007. Available from: http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=165

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


University of Oxford

27. Yiu, Wing Nam. Finite element analysis of short-term and long-term building response to tunnelling.

Degree: PhD, 2018, University of Oxford

 Tunnelling in urban areas causes short-term and long-term ground movements under existing buildings. Finite element analysis provides a useful option for assessing the likely extent… (more)

Subjects/Keywords: Civil Engineering; Geotechnical engineering; Numerical Analysis (FEA); Constitutive models; Building damage assessment; Soil-structure interaction; Masonry structures; Tunnels & tunnelling; Immediate settlement & consolidation; Finite element analysis

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

APA (6th Edition):

Yiu, W. N. (2018). Finite element analysis of short-term and long-term building response to tunnelling. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836

Chicago Manual of Style (16th Edition):

Yiu, Wing Nam. “Finite element analysis of short-term and long-term building response to tunnelling.” 2018. Doctoral Dissertation, University of Oxford. Accessed September 25, 2020. http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836.

MLA Handbook (7th Edition):

Yiu, Wing Nam. “Finite element analysis of short-term and long-term building response to tunnelling.” 2018. Web. 25 Sep 2020.

Vancouver:

Yiu WN. Finite element analysis of short-term and long-term building response to tunnelling. [Internet] [Doctoral dissertation]. University of Oxford; 2018. [cited 2020 Sep 25]. Available from: http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836.

Council of Science Editors:

Yiu WN. Finite element analysis of short-term and long-term building response to tunnelling. [Doctoral Dissertation]. University of Oxford; 2018. Available from: http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836


Brno University of Technology

28. Luong, Quoc Thang. Bytový dům: Apartment building.

Degree: 2019, Brno University of Technology

 The objective of this bachelor’s thesis is to create a design of a new building which is a block of flats which corresponds with the… (more)

Subjects/Keywords: Bakalářská práce; bytový dům; zděná konstrukce; jednoplášťová plochá střecha; keramické tvárnice Porotherm.; Bachelor thesis; apartment building; masonry structures; single-skin flat roof; brickwork Porotherm.

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

APA (6th Edition):

Luong, Q. T. (2019). Bytový dům: Apartment building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179942

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):

Luong, Quoc Thang. “Bytový dům: Apartment building.” 2019. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/179942.

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

MLA Handbook (7th Edition):

Luong, Quoc Thang. “Bytový dům: Apartment building.” 2019. Web. 25 Sep 2020.

Vancouver:

Luong QT. Bytový dům: Apartment building. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/179942.

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

Council of Science Editors:

Luong QT. Bytový dům: Apartment building. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179942

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


Brno University of Technology

29. Jílek, Jan. Bytový dům v Zábřehu: Apartment building.

Degree: 2018, Brno University of Technology

 The subject of the bachelor's thesis is the design of a new building of a detached residential building in Zábřeh. The form corresponds to the… (more)

Subjects/Keywords: Bakalářská práce; bytový dům; zděná konstrukce; jednoplášťová plochá střecha; cihelné zdivo Porotherm; terasa.; Bachelor thesis; apartment house; masonry structures; single-skin flat roof; brickwork Porotherm; terrace

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

APA (6th Edition):

Jílek, J. (2018). Bytový dům v Zábřehu: Apartment building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84593

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):

Jílek, Jan. “Bytový dům v Zábřehu: Apartment building.” 2018. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/84593.

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

MLA Handbook (7th Edition):

Jílek, Jan. “Bytový dům v Zábřehu: Apartment building.” 2018. Web. 25 Sep 2020.

Vancouver:

Jílek J. Bytový dům v Zábřehu: Apartment building. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/84593.

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

Council of Science Editors:

Jílek J. Bytový dům v Zábřehu: Apartment building. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84593

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


Brno University of Technology

30. Hrochová, Žaneta. Bytový dům v Hrabišíně: Apartment building.

Degree: 2018, Brno University of Technology

 The subject of the bachelor's thesis is the design of a new-built apartment building in Hrabišin. The form corresponds to the project documentation for the… (more)

Subjects/Keywords: Bakalářská práce; bytový dům; zděná konstrukce; jednoplášťová plochá střecha; cihelné zdivo Porotherm; zimní zahrada; balkón.; Bachelor thesis; apartment house; masonry structures; single-skin flat roof; brickwork Porotherm; winter garden; balcony.

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APA (6th Edition):

Hrochová, . (2018). Bytový dům v Hrabišíně: Apartment building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84467

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):

Hrochová, Žaneta. “Bytový dům v Hrabišíně: Apartment building.” 2018. Thesis, Brno University of Technology. Accessed September 25, 2020. http://hdl.handle.net/11012/84467.

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

MLA Handbook (7th Edition):

Hrochová, Žaneta. “Bytový dům v Hrabišíně: Apartment building.” 2018. Web. 25 Sep 2020.

Vancouver:

Hrochová . Bytový dům v Hrabišíně: Apartment building. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Sep 25]. Available from: http://hdl.handle.net/11012/84467.

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

Council of Science Editors:

Hrochová . Bytový dům v Hrabišíně: Apartment building. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84467

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

[1] [2] [3]

.