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You searched for subject:(Masonry). Showing records 1 – 30 of 976 total matches.

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Kansas State University

1. Stallbaumer, Cassandra. Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings.

Degree: MS, Architectural Engineering and Construction Science, 2016, Kansas State University

 The term hybrid masonry describes three variations of a lateral force resisting system that utilizes masonry panels inside steel framing to resist lateral loads from… (more)

Subjects/Keywords: Hybrid masonry; Masonry; Seismic

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APA (6th Edition):

Stallbaumer, C. (2016). Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/32534

Chicago Manual of Style (16th Edition):

Stallbaumer, Cassandra. “Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings.” 2016. Masters Thesis, Kansas State University. Accessed March 28, 2020. http://hdl.handle.net/2097/32534.

MLA Handbook (7th Edition):

Stallbaumer, Cassandra. “Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings.” 2016. Web. 28 Mar 2020.

Vancouver:

Stallbaumer C. Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings. [Internet] [Masters thesis]. Kansas State University; 2016. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2097/32534.

Council of Science Editors:

Stallbaumer C. Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings. [Masters Thesis]. Kansas State University; 2016. Available from: http://hdl.handle.net/2097/32534


University of California – San Diego

2. Mavros, Marios. Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures.

Degree: Structural Engineering, 2015, University of California – San Diego

 This study is to acquire a better understanding of the seismic performance of reinforced masonry structures at the system level, and develop reliable computational models… (more)

Subjects/Keywords: Engineering; Masonry

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APA (6th Edition):

Mavros, M. (2015). Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/93s296cg

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):

Mavros, Marios. “Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures.” 2015. Thesis, University of California – San Diego. Accessed March 28, 2020. http://www.escholarship.org/uc/item/93s296cg.

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

MLA Handbook (7th Edition):

Mavros, Marios. “Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures.” 2015. Web. 28 Mar 2020.

Vancouver:

Mavros M. Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures. [Internet] [Thesis]. University of California – San Diego; 2015. [cited 2020 Mar 28]. Available from: http://www.escholarship.org/uc/item/93s296cg.

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

Council of Science Editors:

Mavros M. Experimental and Numerical Investigation of the Seismic Performance of Reinforced Masonry Structures. [Thesis]. University of California – San Diego; 2015. Available from: http://www.escholarship.org/uc/item/93s296cg

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


McGill University

3. Hoffman, Stéphane P. Masonry rehabilitation.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1994, McGill University

Note:

This thesis is divided into two parts: a brief summary of current knowledge in the area of masonry rehabilitation and a report of an… (more)

Subjects/Keywords: Masonry

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APA (6th Edition):

Hoffman, S. P. (1994). Masonry rehabilitation. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile156753.pdf

Chicago Manual of Style (16th Edition):

Hoffman, Stéphane P. “Masonry rehabilitation.” 1994. Masters Thesis, McGill University. Accessed March 28, 2020. http://digitool.library.mcgill.ca/thesisfile156753.pdf.

MLA Handbook (7th Edition):

Hoffman, Stéphane P. “Masonry rehabilitation.” 1994. Web. 28 Mar 2020.

Vancouver:

Hoffman SP. Masonry rehabilitation. [Internet] [Masters thesis]. McGill University; 1994. [cited 2020 Mar 28]. Available from: http://digitool.library.mcgill.ca/thesisfile156753.pdf.

Council of Science Editors:

Hoffman SP. Masonry rehabilitation. [Masters Thesis]. McGill University; 1994. Available from: http://digitool.library.mcgill.ca/thesisfile156753.pdf


University of Alberta

4. Ross, Michael D. Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry.

Degree: MS, Department of Civil and Environmental Engineering, 2013, University of Alberta

 Using research that is now several decades old, the current Canadian masonry design standard, CSA S304.1-04, prescribes values for masonry design compressive strength based on… (more)

Subjects/Keywords: masonry; unit strength method; grouted masonry

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APA (6th Edition):

Ross, M. D. (2013). Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry. (Masters Thesis). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/d791sh575

Chicago Manual of Style (16th Edition):

Ross, Michael D. “Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry.” 2013. Masters Thesis, University of Alberta. Accessed March 28, 2020. https://era.library.ualberta.ca/files/d791sh575.

MLA Handbook (7th Edition):

Ross, Michael D. “Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry.” 2013. Web. 28 Mar 2020.

Vancouver:

Ross MD. Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry. [Internet] [Masters thesis]. University of Alberta; 2013. [cited 2020 Mar 28]. Available from: https://era.library.ualberta.ca/files/d791sh575.

Council of Science Editors:

Ross MD. Recalibration of the Unit Strength Method for Determining the Compressive Strength of Grouted Concrete Masonry. [Masters Thesis]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/d791sh575


Penn State University

5. Ota, Hiroki. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines.

Degree: MS, Architectural Engineering, 2011, Penn State University

 The Bolt-A-Blok wall system is an innovative dry-stacked, post-tensioned masonry system. Tests were conducted to study the behavior of the wall system and to develop… (more)

Subjects/Keywords: Post-tensioned; dry-stacked masonry; masonry

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APA (6th Edition):

Ota, H. (2011). Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/12276

Chicago Manual of Style (16th Edition):

Ota, Hiroki. “Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines.” 2011. Masters Thesis, Penn State University. Accessed March 28, 2020. https://etda.libraries.psu.edu/catalog/12276.

MLA Handbook (7th Edition):

Ota, Hiroki. “Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines.” 2011. Web. 28 Mar 2020.

Vancouver:

Ota H. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines. [Internet] [Masters thesis]. Penn State University; 2011. [cited 2020 Mar 28]. Available from: https://etda.libraries.psu.edu/catalog/12276.

Council of Science Editors:

Ota H. Experimental Study of Mortarless Post-Tensioned Masonry Walls and Development of Design Guidelines. [Masters Thesis]. Penn State University; 2011. Available from: https://etda.libraries.psu.edu/catalog/12276


University of Hong Kong

6. 李古; Li, Gu. Roles of water, paste and mortar film thicknesses in performance of mortar and concrete.

Degree: PhD, 2013, University of Hong Kong

 Due to increasingly stringent requirements on concrete performance and complexity of our infrastructures, concrete with not only high strength but also all-round high performance is… (more)

Subjects/Keywords: Concrete construction.; Masonry.

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APA (6th Edition):

李古; Li, G. (2013). Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. (Doctoral Dissertation). University of Hong Kong. Retrieved from Li, G. [李古]. (2013). Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089976 ; http://dx.doi.org/10.5353/th_b5089976 ; http://hdl.handle.net/10722/192831

Chicago Manual of Style (16th Edition):

李古; Li, Gu. “Roles of water, paste and mortar film thicknesses in performance of mortar and concrete.” 2013. Doctoral Dissertation, University of Hong Kong. Accessed March 28, 2020. Li, G. [李古]. (2013). Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089976 ; http://dx.doi.org/10.5353/th_b5089976 ; http://hdl.handle.net/10722/192831.

MLA Handbook (7th Edition):

李古; Li, Gu. “Roles of water, paste and mortar film thicknesses in performance of mortar and concrete.” 2013. Web. 28 Mar 2020.

Vancouver:

李古; Li G. Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. [Internet] [Doctoral dissertation]. University of Hong Kong; 2013. [cited 2020 Mar 28]. Available from: Li, G. [李古]. (2013). Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089976 ; http://dx.doi.org/10.5353/th_b5089976 ; http://hdl.handle.net/10722/192831.

Council of Science Editors:

李古; Li G. Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. [Doctoral Dissertation]. University of Hong Kong; 2013. Available from: Li, G. [李古]. (2013). Roles of water, paste and mortar film thicknesses in performance of mortar and concrete. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5089976 ; http://dx.doi.org/10.5353/th_b5089976 ; http://hdl.handle.net/10722/192831

7. Johnson, Carol Faye. Concrete Masonry Wall Retrofit Systems for Blast Protection.

Degree: 2013, Texas Digital Library

 The increased threat against government and public facilities in the United States and abroad has highlighted the need to provide an economic and efficient method… (more)

Subjects/Keywords: Concrete Masonry Units

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APA (6th Edition):

Johnson, C. F. (2013). Concrete Masonry Wall Retrofit Systems for Blast Protection. (Thesis). Texas Digital Library. Retrieved from http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66798

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):

Johnson, Carol Faye. “Concrete Masonry Wall Retrofit Systems for Blast Protection.” 2013. Thesis, Texas Digital Library. Accessed March 28, 2020. http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66798.

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

MLA Handbook (7th Edition):

Johnson, Carol Faye. “Concrete Masonry Wall Retrofit Systems for Blast Protection.” 2013. Web. 28 Mar 2020.

Vancouver:

Johnson CF. Concrete Masonry Wall Retrofit Systems for Blast Protection. [Internet] [Thesis]. Texas Digital Library; 2013. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66798.

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

Council of Science Editors:

Johnson CF. Concrete Masonry Wall Retrofit Systems for Blast Protection. [Thesis]. Texas Digital Library; 2013. Available from: http://hdl.handle.net/1969; http://hdl.handle.net/2249.1/66798

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


University of Saskatchewan

8. Ahmed, Kawsar. Evaluation of contact and non-contact lap splices in concrete block masonry specimens.

Degree: 2011, University of Saskatchewan

 An experimental program was performed for qualitative and quantitative comparison of the maximum tensile resistance of contact and non-contact lap spliced bars in reinforced concrete… (more)

Subjects/Keywords: Masonry; lap splice; Bond; Non-contact splice; Reinforced Masonry; Masonry wall

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APA (6th Edition):

Ahmed, K. (2011). Evaluation of contact and non-contact lap splices in concrete block masonry specimens. (Thesis). University of Saskatchewan. Retrieved from http://hdl.handle.net/10388/etd-06272011-233005

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):

Ahmed, Kawsar. “Evaluation of contact and non-contact lap splices in concrete block masonry specimens.” 2011. Thesis, University of Saskatchewan. Accessed March 28, 2020. http://hdl.handle.net/10388/etd-06272011-233005.

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

MLA Handbook (7th Edition):

Ahmed, Kawsar. “Evaluation of contact and non-contact lap splices in concrete block masonry specimens.” 2011. Web. 28 Mar 2020.

Vancouver:

Ahmed K. Evaluation of contact and non-contact lap splices in concrete block masonry specimens. [Internet] [Thesis]. University of Saskatchewan; 2011. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10388/etd-06272011-233005.

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

Council of Science Editors:

Ahmed K. Evaluation of contact and non-contact lap splices in concrete block masonry specimens. [Thesis]. University of Saskatchewan; 2011. Available from: http://hdl.handle.net/10388/etd-06272011-233005

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


Indian Institute of Science

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

Degree: 2015, 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. (2015). Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3838 ; http://etd.iisc.ernet.in/abstracts/4710/G26993.pdf

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):

Anant, Joshi Amrut. “Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations.” 2015. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://etd.iisc.ernet.in/2005/3838 ; http://etd.iisc.ernet.in/abstracts/4710/G26993.pdf.

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

MLA Handbook (7th Edition):

Anant, Joshi Amrut. “Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations.” 2015. Web. 28 Mar 2020.

Vancouver:

Anant JA. Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. [Internet] [Thesis]. Indian Institute of Science; 2015. [cited 2020 Mar 28]. Available from: http://etd.iisc.ernet.in/2005/3838 ; http://etd.iisc.ernet.in/abstracts/4710/G26993.pdf.

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

Council of Science Editors:

Anant JA. Static and Dynamic Behavior of Reinforced Masonry : Experimental and Analytical Investigations. [Thesis]. Indian Institute of Science; 2015. Available from: http://etd.iisc.ernet.in/2005/3838 ; http://etd.iisc.ernet.in/abstracts/4710/G26993.pdf

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


Dalhousie University

10. Soon, Sandra. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.

Degree: Master of Applied Science, Department of Civil Engineering, 2011, Dalhousie University

Masonry infilled walls have been commonly used as interior partitions as well as exterior walls infilled in either steel or reinforced concrete frames in the… (more)

Subjects/Keywords: Masonry Infilled Steel Frames

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APA (6th Edition):

Soon, S. (2011). IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/14327

Chicago Manual of Style (16th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Masters Thesis, Dalhousie University. Accessed March 28, 2020. http://hdl.handle.net/10222/14327.

MLA Handbook (7th Edition):

Soon, Sandra. “IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES.” 2011. Web. 28 Mar 2020.

Vancouver:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Internet] [Masters thesis]. Dalhousie University; 2011. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10222/14327.

Council of Science Editors:

Soon S. IN-PLANE BEHAVIOUR AND CAPACITY OF CONCRETE MASONRY INFILLS BOUNDED BY STEEL FRAMES. [Masters Thesis]. Dalhousie University; 2011. Available from: http://hdl.handle.net/10222/14327


Virginia Tech

11. Cincala, George Michael. Coursework: Constructing a Building from a Brick.

Degree: M. Arch., Architecture, 2011, Virginia Tech

 This thesis explores the design of a T-shaped brick and its influence throughout the course of the project. The T-brick established a significant direction towards… (more)

Subjects/Keywords: autonomy; weaving; axonometry; beginning; masonry

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APA (6th Edition):

Cincala, G. M. (2011). Coursework: Constructing a Building from a Brick. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34995

Chicago Manual of Style (16th Edition):

Cincala, George Michael. “Coursework: Constructing a Building from a Brick.” 2011. Masters Thesis, Virginia Tech. Accessed March 28, 2020. http://hdl.handle.net/10919/34995.

MLA Handbook (7th Edition):

Cincala, George Michael. “Coursework: Constructing a Building from a Brick.” 2011. Web. 28 Mar 2020.

Vancouver:

Cincala GM. Coursework: Constructing a Building from a Brick. [Internet] [Masters thesis]. Virginia Tech; 2011. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10919/34995.

Council of Science Editors:

Cincala GM. Coursework: Constructing a Building from a Brick. [Masters Thesis]. Virginia Tech; 2011. Available from: http://hdl.handle.net/10919/34995


Delft University of Technology

12. Lourenco, P.B. Computational strategies for masonry structures.

Degree: 1996, Delft University of Technology

Subjects/Keywords: masonry; plasticity

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APA (6th Edition):

Lourenco, P. B. (1996). Computational strategies for masonry structures. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f

Chicago Manual of Style (16th Edition):

Lourenco, P B. “Computational strategies for masonry structures.” 1996. Doctoral Dissertation, Delft University of Technology. Accessed March 28, 2020. http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f.

MLA Handbook (7th Edition):

Lourenco, P B. “Computational strategies for masonry structures.” 1996. Web. 28 Mar 2020.

Vancouver:

Lourenco PB. Computational strategies for masonry structures. [Internet] [Doctoral dissertation]. Delft University of Technology; 1996. [cited 2020 Mar 28]. Available from: http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f.

Council of Science Editors:

Lourenco PB. Computational strategies for masonry structures. [Doctoral Dissertation]. Delft University of Technology; 1996. Available from: http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; urn:NBN:nl:ui:24-uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f ; http://resolver.tudelft.nl/uuid:4f5a2c6c-d5b7-4043-9d06-8c0b7b9f1f6f


University of Manitoba

13. Lynch, Matthew Erin. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).

Degree: Civil Engineering, 2018, University of Manitoba

 The behaviour of masonry prisms and beams strengthened with eco-friendly ductile cementitious composite (EDCC), which is a form of engineered cementitious composite (ECC), was investigated… (more)

Subjects/Keywords: Masonry; EDCC; Strengthening; Compressive; Flexural

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APA (6th Edition):

Lynch, M. E. (2018). Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32902

Chicago Manual of Style (16th Edition):

Lynch, Matthew Erin. “Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).” 2018. Masters Thesis, University of Manitoba. Accessed March 28, 2020. http://hdl.handle.net/1993/32902.

MLA Handbook (7th Edition):

Lynch, Matthew Erin. “Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC).” 2018. Web. 28 Mar 2020.

Vancouver:

Lynch ME. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). [Internet] [Masters thesis]. University of Manitoba; 2018. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1993/32902.

Council of Science Editors:

Lynch ME. Compressive and flexural performance of masonry strengthened with eco-friendly ductile cementitious composites (EDCC). [Masters Thesis]. University of Manitoba; 2018. Available from: http://hdl.handle.net/1993/32902


University of Manitoba

14. Kazempour, Hooman. Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature.

Degree: Civil Engineering, 2014, University of Manitoba

 Cold weather masonry construction is a major concern for contractors as they either have to implement heating practices for laying and curing masonry systems or… (more)

Subjects/Keywords: masonry; cold weather; nanoparticle

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APA (6th Edition):

Kazempour, H. (2014). Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/24052

Chicago Manual of Style (16th Edition):

Kazempour, Hooman. “Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature.” 2014. Masters Thesis, University of Manitoba. Accessed March 28, 2020. http://hdl.handle.net/1993/24052.

MLA Handbook (7th Edition):

Kazempour, Hooman. “Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature.” 2014. Web. 28 Mar 2020.

Vancouver:

Kazempour H. Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/1993/24052.

Council of Science Editors:

Kazempour H. Effect of nanoparticles on the properties of masonry mortars and assemblages at a cold temperature. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/24052


Anna University

15. Rathnasheela P T. Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;.

Degree: GFRP strengthened masonry wall panels under base shock vibrations, 2014, Anna University

Masonry structures are prone to extensive damage followed by failure and collapse when subjected to loads resulting from wind earthquake and other natural or man… (more)

Subjects/Keywords:

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APA (6th Edition):

T, R. P. (2014). Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/22993

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):

T, Rathnasheela P. “Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;.” 2014. Thesis, Anna University. Accessed March 28, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/22993.

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

MLA Handbook (7th Edition):

T, Rathnasheela P. “Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;.” 2014. Web. 28 Mar 2020.

Vancouver:

T RP. Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Mar 28]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22993.

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

Council of Science Editors:

T RP. Behaviour of GFRP strengthened masonry wall panels under base shock vibrations;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/22993

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


Virginia Tech

16. Wirth, John Michael. An Exploration of the Masonry Wall.

Degree: M. Arch., Architecture, 2006, Virginia Tech

 The teaching of the user through the clear understanding of the building they encounter on a daily basis is the intent of this thesis. Can… (more)

Subjects/Keywords: Masonry Institute; Walls; Masonry; Bricks

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APA (6th Edition):

Wirth, J. M. (2006). An Exploration of the Masonry Wall. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/46170

Chicago Manual of Style (16th Edition):

Wirth, John Michael. “An Exploration of the Masonry Wall.” 2006. Masters Thesis, Virginia Tech. Accessed March 28, 2020. http://hdl.handle.net/10919/46170.

MLA Handbook (7th Edition):

Wirth, John Michael. “An Exploration of the Masonry Wall.” 2006. Web. 28 Mar 2020.

Vancouver:

Wirth JM. An Exploration of the Masonry Wall. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10919/46170.

Council of Science Editors:

Wirth JM. An Exploration of the Masonry Wall. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/46170


Stellenbosch University

17. Shiso, Etobo Prince. In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units.

Degree: MEng, Civil Engineering, 2019, Stellenbosch University

 ENGLISH ABSTRACT: Studies on alternative masonry units (AMUs) at Stellenbosch University seek to reduce the environmental impact that conventional masonry units (concrete masonry units [CMUs]… (more)

Subjects/Keywords: Alternative Masonry Unit; UCTD; Concrete masonry; Construction industry; Single story houses

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

APA (6th Edition):

Shiso, E. P. (2019). In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/105889

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):

Shiso, Etobo Prince. “In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units.” 2019. Thesis, Stellenbosch University. Accessed March 28, 2020. http://hdl.handle.net/10019.1/105889.

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

MLA Handbook (7th Edition):

Shiso, Etobo Prince. “In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units.” 2019. Web. 28 Mar 2020.

Vancouver:

Shiso EP. In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units. [Internet] [Thesis]. Stellenbosch University; 2019. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10019.1/105889.

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

Council of Science Editors:

Shiso EP. In-plane structural response of single-storey unreinforced walls constructed using alternative masonry units. [Thesis]. Stellenbosch University; 2019. Available from: http://hdl.handle.net/10019.1/105889

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


Indian Institute of Science

18. Matthana, Mohamed Hafez Saad. Strength Of Brick Masonry And Masonry Walls With Openings.

Degree: 1996, Indian Institute of Science

Subjects/Keywords: Bricks; Masonry; Brick Masonry; Masonry Walls; Masonry Prisms; Brick Masonry Walls; Structural Engineering

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APA (6th Edition):

Matthana, M. H. S. (1996). Strength Of Brick Masonry And Masonry Walls With Openings. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1685

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):

Matthana, Mohamed Hafez Saad. “Strength Of Brick Masonry And Masonry Walls With Openings.” 1996. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://hdl.handle.net/2005/1685.

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

MLA Handbook (7th Edition):

Matthana, Mohamed Hafez Saad. “Strength Of Brick Masonry And Masonry Walls With Openings.” 1996. Web. 28 Mar 2020.

Vancouver:

Matthana MHS. Strength Of Brick Masonry And Masonry Walls With Openings. [Internet] [Thesis]. Indian Institute of Science; 1996. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2005/1685.

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

Council of Science Editors:

Matthana MHS. Strength Of Brick Masonry And Masonry Walls With Openings. [Thesis]. Indian Institute of Science; 1996. Available from: http://hdl.handle.net/2005/1685

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


Indian Institute of Science

19. Matthana, Mohamed Hafez Saad. Strength Of Brick Masonry And Masonry Walls With Openings.

Degree: 1996, Indian Institute of Science

Subjects/Keywords: Bricks; Masonry; Brick Masonry; Masonry Walls; Masonry Prisms; Brick Masonry Walls; Structural Engineering

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APA (6th Edition):

Matthana, M. H. S. (1996). Strength Of Brick Masonry And Masonry Walls With Openings. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1685 ; http://etd.ncsi.iisc.ernet.in/abstracts/2178/G14773-Abs.pdf

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):

Matthana, Mohamed Hafez Saad. “Strength Of Brick Masonry And Masonry Walls With Openings.” 1996. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://etd.iisc.ernet.in/handle/2005/1685 ; http://etd.ncsi.iisc.ernet.in/abstracts/2178/G14773-Abs.pdf.

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

MLA Handbook (7th Edition):

Matthana, Mohamed Hafez Saad. “Strength Of Brick Masonry And Masonry Walls With Openings.” 1996. Web. 28 Mar 2020.

Vancouver:

Matthana MHS. Strength Of Brick Masonry And Masonry Walls With Openings. [Internet] [Thesis]. Indian Institute of Science; 1996. [cited 2020 Mar 28]. Available from: http://etd.iisc.ernet.in/handle/2005/1685 ; http://etd.ncsi.iisc.ernet.in/abstracts/2178/G14773-Abs.pdf.

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

Council of Science Editors:

Matthana MHS. Strength Of Brick Masonry And Masonry Walls With Openings. [Thesis]. Indian Institute of Science; 1996. Available from: http://etd.iisc.ernet.in/handle/2005/1685 ; http://etd.ncsi.iisc.ernet.in/abstracts/2178/G14773-Abs.pdf

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


Brno University of Technology

20. Požár, Michal. Zesilování klenbových konstrukcí předpínáním .

Degree: 2017, Brno University of Technology

 Disertační práce se věnuje problematice zesilování (stabilizaci, nebo také statické sanaci apod.) historických valených kleneb a klenbových pásu využitím vnesení dodatečného předpětí v podélném směru… (more)

Subjects/Keywords: Klenba; klenbový pás; předpínání; sanace; stabilizace; zesilování; zdivo; Masonry vault; masonry arch; prestressing; rehabilitation; stabilization; strengthening; masonry; brickwork

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APA (6th Edition):

Požár, M. (2017). Zesilování klenbových konstrukcí předpínáním . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70307

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):

Požár, Michal. “Zesilování klenbových konstrukcí předpínáním .” 2017. Thesis, Brno University of Technology. Accessed March 28, 2020. http://hdl.handle.net/11012/70307.

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

MLA Handbook (7th Edition):

Požár, Michal. “Zesilování klenbových konstrukcí předpínáním .” 2017. Web. 28 Mar 2020.

Vancouver:

Požár M. Zesilování klenbových konstrukcí předpínáním . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/11012/70307.

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

Council of Science Editors:

Požár M. Zesilování klenbových konstrukcí předpínáním . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/70307

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


Durham University

21. Hill, P. R. The construction of Hadrian's Wall.

Degree: PhD, 2003, Durham University

Subjects/Keywords: 936; Roman masonry

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APA (6th Edition):

Hill, P. R. (2003). The construction of Hadrian's Wall. (Doctoral Dissertation). Durham University. Retrieved from http://etheses.dur.ac.uk/1071/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269818

Chicago Manual of Style (16th Edition):

Hill, P R. “The construction of Hadrian's Wall.” 2003. Doctoral Dissertation, Durham University. Accessed March 28, 2020. http://etheses.dur.ac.uk/1071/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269818.

MLA Handbook (7th Edition):

Hill, P R. “The construction of Hadrian's Wall.” 2003. Web. 28 Mar 2020.

Vancouver:

Hill PR. The construction of Hadrian's Wall. [Internet] [Doctoral dissertation]. Durham University; 2003. [cited 2020 Mar 28]. Available from: http://etheses.dur.ac.uk/1071/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269818.

Council of Science Editors:

Hill PR. The construction of Hadrian's Wall. [Doctoral Dissertation]. Durham University; 2003. Available from: http://etheses.dur.ac.uk/1071/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269818


Indian Institute of Science

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

Degree: 2006, 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. (2006). Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/462

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):

Uday Vyas, V. “Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength.” 2006. Thesis, Indian Institute of Science. Accessed March 28, 2020. http://hdl.handle.net/2005/462.

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

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.” 2006. Web. 28 Mar 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] [Thesis]. Indian Institute of Science; 2006. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/2005/462.

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

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. [Thesis]. Indian Institute of Science; 2006. Available from: http://hdl.handle.net/2005/462

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

23. Rauch Peter. Damages due to humidity transfer in porous materials .

Degree: 2011, Czech University of Technology

 The basic idea of this work is based on the dependence of the biological damage due to amount of moisture in the building. The larger… (more)

Subjects/Keywords: Moisture content; humidity; masonry; biological damage; condensation

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APA (6th Edition):

Peter, R. (2011). Damages due to humidity transfer in porous materials . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/8034

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):

Peter, Rauch. “Damages due to humidity transfer in porous materials .” 2011. Thesis, Czech University of Technology. Accessed March 28, 2020. http://hdl.handle.net/10467/8034.

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

MLA Handbook (7th Edition):

Peter, Rauch. “Damages due to humidity transfer in porous materials .” 2011. Web. 28 Mar 2020.

Vancouver:

Peter R. Damages due to humidity transfer in porous materials . [Internet] [Thesis]. Czech University of Technology; 2011. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10467/8034.

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

Council of Science Editors:

Peter R. Damages due to humidity transfer in porous materials . [Thesis]. Czech University of Technology; 2011. Available from: http://hdl.handle.net/10467/8034

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


University of Hawaii – Manoa

24. Aoki, James Mitsunori Katsuki. Hybrid masonry connector plate and headed stud small-scale wall testing.

Degree: 2016, University of Hawaii – Manoa

M.S. University of Hawaii at Manoa 2012.

Hybrid masonry is a new seismic structural system which involves structural steel frames with concrete masonry unit (CMU)… (more)

Subjects/Keywords: wall testing; hybrid masonry connector plate

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APA (6th Edition):

Aoki, J. M. K. (2016). Hybrid masonry connector plate and headed stud small-scale wall testing. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/100919

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):

Aoki, James Mitsunori Katsuki. “Hybrid masonry connector plate and headed stud small-scale wall testing.” 2016. Thesis, University of Hawaii – Manoa. Accessed March 28, 2020. http://hdl.handle.net/10125/100919.

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

MLA Handbook (7th Edition):

Aoki, James Mitsunori Katsuki. “Hybrid masonry connector plate and headed stud small-scale wall testing.” 2016. Web. 28 Mar 2020.

Vancouver:

Aoki JMK. Hybrid masonry connector plate and headed stud small-scale wall testing. [Internet] [Thesis]. University of Hawaii – Manoa; 2016. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10125/100919.

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

Council of Science Editors:

Aoki JMK. Hybrid masonry connector plate and headed stud small-scale wall testing. [Thesis]. University of Hawaii – Manoa; 2016. Available from: http://hdl.handle.net/10125/100919

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

25. Goodnight, Seth Ryan. Connector development for hybrid masonry seismic structural systems.

Degree: 2016, University of Hawaii – Manoa

M.S. University of Hawaii at Manoa 2011.

Hybrid masonry construction has relatively recently been developed as a means to provide a more efficient use of… (more)

Subjects/Keywords: hybrid masonry

masonry infill walls are often present to enclose the building envelope but do not traditionally… …serve any structural purpose. Hybrid masonry, a relatively new concept in seismic load… …seismicity [Abrams et al., 2010], serves to incorporate the masonry infill walls… …building’s seismic force resisting system. A Type I hybrid masonry system uses steel connector… …plates to transfer only lateral forces from the steel frame to the top of the masonry wall… 

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APA (6th Edition):

Goodnight, S. R. (2016). Connector development for hybrid masonry seismic structural systems. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/101703

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):

Goodnight, Seth Ryan. “Connector development for hybrid masonry seismic structural systems.” 2016. Thesis, University of Hawaii – Manoa. Accessed March 28, 2020. http://hdl.handle.net/10125/101703.

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

MLA Handbook (7th Edition):

Goodnight, Seth Ryan. “Connector development for hybrid masonry seismic structural systems.” 2016. Web. 28 Mar 2020.

Vancouver:

Goodnight SR. Connector development for hybrid masonry seismic structural systems. [Internet] [Thesis]. University of Hawaii – Manoa; 2016. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10125/101703.

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

Council of Science Editors:

Goodnight SR. Connector development for hybrid masonry seismic structural systems. [Thesis]. University of Hawaii – Manoa; 2016. Available from: http://hdl.handle.net/10125/101703

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


Anna University

26. Prabaharan A. Seismic strengthening of masonry buildings;.

Degree: Seismic strengthening of masonry buildings, 2014, Anna University

Brick as a construction material and brick masonry as a structural newlinecomponent have proved their durability and resistance to extreme climatic newlineconditions beyond doubt Archeological… (more)

Subjects/Keywords: civil engineering; masonry buildings; Seismic strengthening

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APA (6th Edition):

A, P. (2014). Seismic strengthening of masonry buildings;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/31148

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):

A, Prabaharan. “Seismic strengthening of masonry buildings;.” 2014. Thesis, Anna University. Accessed March 28, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/31148.

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

MLA Handbook (7th Edition):

A, Prabaharan. “Seismic strengthening of masonry buildings;.” 2014. Web. 28 Mar 2020.

Vancouver:

A P. Seismic strengthening of masonry buildings;. [Internet] [Thesis]. Anna University; 2014. [cited 2020 Mar 28]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31148.

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

Council of Science Editors:

A P. Seismic strengthening of masonry buildings;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/31148

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


North Carolina State University

27. Wylie, John Curtis. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 Unreinforced masonry (URM) structures comprise a considerable proportion of the building stock worldwide. However, these structures generally do not behave well under extreme wind or… (more)

Subjects/Keywords: orthogonal; masonry; Near surface mounted; FRP

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APA (6th Edition):

Wylie, J. C. (2009). Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2462

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):

Wylie, John Curtis. “Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.” 2009. Thesis, North Carolina State University. Accessed March 28, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2462.

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

MLA Handbook (7th Edition):

Wylie, John Curtis. “Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading.” 2009. Web. 28 Mar 2020.

Vancouver:

Wylie JC. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2020 Mar 28]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2462.

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

Council of Science Editors:

Wylie JC. Experimental Testing of Unreinforced Masonry Walls Strengthened with Orthogonal Near-Surface Mounted CFRP Subjected to Out-of-Plane Loading. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2462

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


Stellenbosch University

28. Mbewe, Peter Binali Kamowa. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.

Degree: PhD, Civil Engineering, 2018, Stellenbosch University

 ENGLISH ABSTRACT: With significant international efforts focused on sustainable development goals, the role of engineers in achieving sustainable infrastructure development cannot be over-emphasised. However, one… (more)

Subjects/Keywords: Nonlinear functional analysis; UCTD; Infill housing; Masonry

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

APA (6th Edition):

Mbewe, P. B. K. (2018). Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/103287

Chicago Manual of Style (16th Edition):

Mbewe, Peter Binali Kamowa. “Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.” 2018. Doctoral Dissertation, Stellenbosch University. Accessed March 28, 2020. http://hdl.handle.net/10019.1/103287.

MLA Handbook (7th Edition):

Mbewe, Peter Binali Kamowa. “Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings.” 2018. Web. 28 Mar 2020.

Vancouver:

Mbewe PBK. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. [Internet] [Doctoral dissertation]. Stellenbosch University; 2018. [cited 2020 Mar 28]. Available from: http://hdl.handle.net/10019.1/103287.

Council of Science Editors:

Mbewe PBK. Nonlinear truss modelling of masonry infill frames towards sustainable residential buildings. [Doctoral Dissertation]. Stellenbosch University; 2018. Available from: http://hdl.handle.net/10019.1/103287


Penn State University

29. Kauffman, Andrew Lynn. Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements.

Degree: MS, Architectural Engineering, 2009, Penn State University

Masonry infill walls are a common building element found in many areas of the world. Masonry infill panels have beneficial thermal and acoustic insulating properties… (more)

Subjects/Keywords: structural fuse; masonry infill walls; cyclic

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

APA (6th Edition):

Kauffman, A. L. (2009). Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10459

Chicago Manual of Style (16th Edition):

Kauffman, Andrew Lynn. “Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements.” 2009. Masters Thesis, Penn State University. Accessed March 28, 2020. https://etda.libraries.psu.edu/catalog/10459.

MLA Handbook (7th Edition):

Kauffman, Andrew Lynn. “Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements.” 2009. Web. 28 Mar 2020.

Vancouver:

Kauffman AL. Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2020 Mar 28]. Available from: https://etda.libraries.psu.edu/catalog/10459.

Council of Science Editors:

Kauffman AL. Cyclic In-Plane Lateral Load Testing of Masonry Infill Walls with Structural Fuse Elements. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/10459


McGill University

30. Pradolin, Luigi. A design method for masonry walls on concrete beams.

Degree: M. Eng., Department of Civil Engineering and Applied Mechanics, 1979, McGill University

Subjects/Keywords: Concrete beams.; Masonry.

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

APA (6th Edition):

Pradolin, L. (1979). A design method for masonry walls on concrete beams. (Masters Thesis). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile52312.pdf

Chicago Manual of Style (16th Edition):

Pradolin, Luigi. “A design method for masonry walls on concrete beams.” 1979. Masters Thesis, McGill University. Accessed March 28, 2020. http://digitool.library.mcgill.ca/thesisfile52312.pdf.

MLA Handbook (7th Edition):

Pradolin, Luigi. “A design method for masonry walls on concrete beams.” 1979. Web. 28 Mar 2020.

Vancouver:

Pradolin L. A design method for masonry walls on concrete beams. [Internet] [Masters thesis]. McGill University; 1979. [cited 2020 Mar 28]. Available from: http://digitool.library.mcgill.ca/thesisfile52312.pdf.

Council of Science Editors:

Pradolin L. A design method for masonry walls on concrete beams. [Masters Thesis]. McGill University; 1979. Available from: http://digitool.library.mcgill.ca/thesisfile52312.pdf

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