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You searched for subject:(Low rise metal buildings). Showing records 1 – 30 of 27033 total matches.

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Virginia Tech

1. Bajwa, Maninder Singh. Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability.

Degree: MS, Civil Engineering, 2010, Virginia Tech

 While designing metal buildings for wind drift, for simplicity of analysis and design, connection at base of column is considered as pinned which provides no… (more)

Subjects/Keywords: Wind drift serviceability; Low-rise structures; Metal Buildings

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APA (6th Edition):

Bajwa, M. S. (2010). Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34623

Chicago Manual of Style (16th Edition):

Bajwa, Maninder Singh. “Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability.” 2010. Masters Thesis, Virginia Tech. Accessed October 14, 2019. http://hdl.handle.net/10919/34623.

MLA Handbook (7th Edition):

Bajwa, Maninder Singh. “Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability.” 2010. Web. 14 Oct 2019.

Vancouver:

Bajwa MS. Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability. [Internet] [Masters thesis]. Virginia Tech; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10919/34623.

Council of Science Editors:

Bajwa MS. Assessment of Analytical Procedures for Designing Metal Buildings for Wind Drift Serviceability. [Masters Thesis]. Virginia Tech; 2010. Available from: http://hdl.handle.net/10919/34623


University of Houston

2. Gurbuz, Muhammed. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.

Degree: Civil and Environmental Engineering, Department of, 2014, University of Houston

 In designing low-rise metal building systems, column-base connections are commonly assumed to be pinned with no rotational stiffness for both serviceability and strength limit states;… (more)

Subjects/Keywords: Base plate; stiffness; pinned; steel; column; low-rise; metal buildings; connection; web tapered

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APA (6th Edition):

Gurbuz, M. (2014). MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/1456

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):

Gurbuz, Muhammed. “MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.” 2014. Thesis, University of Houston. Accessed October 14, 2019. http://hdl.handle.net/10657/1456.

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

MLA Handbook (7th Edition):

Gurbuz, Muhammed. “MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS.” 2014. Web. 14 Oct 2019.

Vancouver:

Gurbuz M. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. [Internet] [Thesis]. University of Houston; 2014. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10657/1456.

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

Council of Science Editors:

Gurbuz M. MOMENT-ROTATION BEHAVIOR OF BASE-PLATE CONNECTIONS IN LOW-RISE METAL BUILDINGS. [Thesis]. University of Houston; 2014. Available from: http://hdl.handle.net/10657/1456

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


University of Western Ontario

3. Hong, Emilio S. Wall Pressure Coefficients for Low- to High-Rise Buildings.

Degree: 2017, University of Western Ontario

 Currently, the design of wall cladding and components are based on provisions provided in building codes, such as ASCE 7 for the United States. These… (more)

Subjects/Keywords: Low-Rise Buildings; High-Rise Buildings; Walls; Pressure Coefficients; Wind Tunnel; Civil Engineering

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APA (6th Edition):

Hong, E. S. (2017). Wall Pressure Coefficients for Low- to High-Rise Buildings. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4488

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):

Hong, Emilio S. “Wall Pressure Coefficients for Low- to High-Rise Buildings.” 2017. Thesis, University of Western Ontario. Accessed October 14, 2019. https://ir.lib.uwo.ca/etd/4488.

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

MLA Handbook (7th Edition):

Hong, Emilio S. “Wall Pressure Coefficients for Low- to High-Rise Buildings.” 2017. Web. 14 Oct 2019.

Vancouver:

Hong ES. Wall Pressure Coefficients for Low- to High-Rise Buildings. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2019 Oct 14]. Available from: https://ir.lib.uwo.ca/etd/4488.

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

Council of Science Editors:

Hong ES. Wall Pressure Coefficients for Low- to High-Rise Buildings. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/4488

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


University of Houston

4. Kavoura, Florentia. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.

Degree: Civil and Environmental Engineering, Department of, 2016, University of Houston

 In the past few decades, the popularity of metal buildings has grown immensely and today, they are extensively used for low-rise constructions in United States.… (more)

Subjects/Keywords: Low-rise metal buildings; Base-plate connection; Rotational stiffness; Moment capacity; Hysteretic behavior; Design codes; Parametric study; Numerical modelling; Full-scale experiments

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APA (6th Edition):

Kavoura, F. (2016). Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. (Thesis). University of Houston. Retrieved from http://hdl.handle.net/10657/3536

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):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Thesis, University of Houston. Accessed October 14, 2019. http://hdl.handle.net/10657/3536.

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

MLA Handbook (7th Edition):

Kavoura, Florentia. “Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings.” 2016. Web. 14 Oct 2019.

Vancouver:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Internet] [Thesis]. University of Houston; 2016. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10657/3536.

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

Council of Science Editors:

Kavoura F. Moment-Rotation Behavior of “Pinned” Column Base-Plate Connections in Low-Rise Metal Buildings. [Thesis]. University of Houston; 2016. Available from: http://hdl.handle.net/10657/3536

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


Utah State University

5. Batista, Yolanda Maria Baez. Financial Feasibility of High Performance Low Rise Steel Buildings.

Degree: MS, Civil and Environmental Engineering, 2010, Utah State University

  Comparative performance evaluation including life cycle cost is currently being conducted on a series of conventional and base-isolated case study buildings. Alternative design approaches… (more)

Subjects/Keywords: Finance; High Performance; Low Rise; Steel; Buildings; Food Science

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APA (6th Edition):

Batista, Y. M. B. (2010). Financial Feasibility of High Performance Low Rise Steel Buildings. (Masters Thesis). Utah State University. Retrieved from https://digitalcommons.usu.edu/etd/4343

Chicago Manual of Style (16th Edition):

Batista, Yolanda Maria Baez. “Financial Feasibility of High Performance Low Rise Steel Buildings.” 2010. Masters Thesis, Utah State University. Accessed October 14, 2019. https://digitalcommons.usu.edu/etd/4343.

MLA Handbook (7th Edition):

Batista, Yolanda Maria Baez. “Financial Feasibility of High Performance Low Rise Steel Buildings.” 2010. Web. 14 Oct 2019.

Vancouver:

Batista YMB. Financial Feasibility of High Performance Low Rise Steel Buildings. [Internet] [Masters thesis]. Utah State University; 2010. [cited 2019 Oct 14]. Available from: https://digitalcommons.usu.edu/etd/4343.

Council of Science Editors:

Batista YMB. Financial Feasibility of High Performance Low Rise Steel Buildings. [Masters Thesis]. Utah State University; 2010. Available from: https://digitalcommons.usu.edu/etd/4343


University of Western Ontario

6. Pratt, R Nicolas. Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs.

Degree: 2012, University of Western Ontario

 An investigation of the wind field around roof-mounted PV arrays has been undertaken, utilizing synchronized TR-PIV and pressure measurements, in order to better understand the… (more)

Subjects/Keywords: Wind loads; solar arrays; low-rise buildings; building aerodynamics; turbulent flows; PIV; Civil Engineering

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APA (6th Edition):

Pratt, R. N. (2012). Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/986

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):

Pratt, R Nicolas. “Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs.” 2012. Thesis, University of Western Ontario. Accessed October 14, 2019. https://ir.lib.uwo.ca/etd/986.

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

MLA Handbook (7th Edition):

Pratt, R Nicolas. “Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs.” 2012. Web. 14 Oct 2019.

Vancouver:

Pratt RN. Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs. [Internet] [Thesis]. University of Western Ontario; 2012. [cited 2019 Oct 14]. Available from: https://ir.lib.uwo.ca/etd/986.

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

Council of Science Editors:

Pratt RN. Wind field measurements around photovoltaic panel arrays mounted on large flat-roofs. [Thesis]. University of Western Ontario; 2012. Available from: https://ir.lib.uwo.ca/etd/986

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


Texas A&M University

7. Jumaah, Atheer Khudhur. Structural Coupling of High-Rise Buildings Linked by Skybridges.

Degree: MS, Civil Engineering, 2017, Texas A&M University

 An example of the creative building concepts is the connection two or more buildings using skybridges, which are also referred to as skyways or skywalks.… (more)

Subjects/Keywords: Skybridges; High-rise buildings

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APA (6th Edition):

Jumaah, A. K. (2017). Structural Coupling of High-Rise Buildings Linked by Skybridges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/166047

Chicago Manual of Style (16th Edition):

Jumaah, Atheer Khudhur. “Structural Coupling of High-Rise Buildings Linked by Skybridges.” 2017. Masters Thesis, Texas A&M University. Accessed October 14, 2019. http://hdl.handle.net/1969.1/166047.

MLA Handbook (7th Edition):

Jumaah, Atheer Khudhur. “Structural Coupling of High-Rise Buildings Linked by Skybridges.” 2017. Web. 14 Oct 2019.

Vancouver:

Jumaah AK. Structural Coupling of High-Rise Buildings Linked by Skybridges. [Internet] [Masters thesis]. Texas A&M University; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/1969.1/166047.

Council of Science Editors:

Jumaah AK. Structural Coupling of High-Rise Buildings Linked by Skybridges. [Masters Thesis]. Texas A&M University; 2017. Available from: http://hdl.handle.net/1969.1/166047


University of Western Ontario

8. Arif, Fakhruzzaman. Influence of Turbulence on the Aerodynamics of Low-Rise Buildings.

Degree: 2017, University of Western Ontario

 During extreme wind events, roofing failures may lead to damage of the whole structure. In order to alleviate the effect, surface pressure coefficients on the… (more)

Subjects/Keywords: Building aerodynamics; Wind loads; Peak pressure coefficients; Critical wind directions; Low-rise buildings; Turbulence.; Civil and Environmental Engineering; Mechanical Engineering

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APA (6th Edition):

Arif, F. (2017). Influence of Turbulence on the Aerodynamics of Low-Rise Buildings. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4910

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):

Arif, Fakhruzzaman. “Influence of Turbulence on the Aerodynamics of Low-Rise Buildings.” 2017. Thesis, University of Western Ontario. Accessed October 14, 2019. https://ir.lib.uwo.ca/etd/4910.

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

MLA Handbook (7th Edition):

Arif, Fakhruzzaman. “Influence of Turbulence on the Aerodynamics of Low-Rise Buildings.” 2017. Web. 14 Oct 2019.

Vancouver:

Arif F. Influence of Turbulence on the Aerodynamics of Low-Rise Buildings. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2019 Oct 14]. Available from: https://ir.lib.uwo.ca/etd/4910.

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

Council of Science Editors:

Arif F. Influence of Turbulence on the Aerodynamics of Low-Rise Buildings. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/4910

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


Iowa State University

9. Case, Jeremy Michael. Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio.

Degree: 2011, Iowa State University

 Despite the destructive effects of tornadoes, few attempts have been made to quantify tornado-induced loading. Low-rise building models were used to study the effects of… (more)

Subjects/Keywords: building geometry; low-rise buildings; roof sheathing; roof-to-wall connection; tornado; wind engineering; Civil and Environmental Engineering

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APA (6th Edition):

Case, J. M. (2011). Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10402

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):

Case, Jeremy Michael. “Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio.” 2011. Thesis, Iowa State University. Accessed October 14, 2019. https://lib.dr.iastate.edu/etd/10402.

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

MLA Handbook (7th Edition):

Case, Jeremy Michael. “Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio.” 2011. Web. 14 Oct 2019.

Vancouver:

Case JM. Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio. [Internet] [Thesis]. Iowa State University; 2011. [cited 2019 Oct 14]. Available from: https://lib.dr.iastate.edu/etd/10402.

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

Council of Science Editors:

Case JM. Effect of building geometry on wind loads on low-rise buildings in a laboratory-simulated tornado with a high swirl ratio. [Thesis]. Iowa State University; 2011. Available from: https://lib.dr.iastate.edu/etd/10402

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


Ryerson University

10. Urquhart, Robin. The effect of an enclosure retrofit on a multi-unit residential building: single case study.

Degree: 2013, Ryerson University

 This case study examines the effect of an enclosure retrofit on a high-rise, multi-unit residential building (MURB). Literature on fan pressurization test methodologies and MURB… (more)

Subjects/Keywords: High-rise apartment buildings  – Airtightness  – Testing; High-rise apartment buildings  – Energy conservation; High-rise apartment buildings  – Heating and ventilation

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APA (6th Edition):

Urquhart, R. (2013). The effect of an enclosure retrofit on a multi-unit residential building: single case study. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A2870

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):

Urquhart, Robin. “The effect of an enclosure retrofit on a multi-unit residential building: single case study.” 2013. Thesis, Ryerson University. Accessed October 14, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A2870.

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

MLA Handbook (7th Edition):

Urquhart, Robin. “The effect of an enclosure retrofit on a multi-unit residential building: single case study.” 2013. Web. 14 Oct 2019.

Vancouver:

Urquhart R. The effect of an enclosure retrofit on a multi-unit residential building: single case study. [Internet] [Thesis]. Ryerson University; 2013. [cited 2019 Oct 14]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2870.

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

Council of Science Editors:

Urquhart R. The effect of an enclosure retrofit on a multi-unit residential building: single case study. [Thesis]. Ryerson University; 2013. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A2870

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


Addis Ababa University

11. Sinit, Tsegaye. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .

Degree: 2014, Addis Ababa University

 In recent years, the shortage and value of land in terms of cost and asset has increased the need to use land effectively and efficiently.… (more)

Subjects/Keywords: High-Strength Concrete; High-Rise Buildings

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APA (6th Edition):

Sinit, T. (2014). The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/6386

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):

Sinit, Tsegaye. “The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .” 2014. Thesis, Addis Ababa University. Accessed October 14, 2019. http://etd.aau.edu.et/dspace/handle/123456789/6386.

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

MLA Handbook (7th Edition):

Sinit, Tsegaye. “The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect .” 2014. Web. 14 Oct 2019.

Vancouver:

Sinit T. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . [Internet] [Thesis]. Addis Ababa University; 2014. [cited 2019 Oct 14]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6386.

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

Council of Science Editors:

Sinit T. The Advantage of High-Strength Concrete (HSC) in High-Rise Buildings: From Area Saving Aspect . [Thesis]. Addis Ababa University; 2014. Available from: http://etd.aau.edu.et/dspace/handle/123456789/6386

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


University of Florida

12. Balderrama, Juan. Development of a Hurricane Loss Projection Model for Commercial Residential Buildings.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2009, University of Florida

 DEVELOPMENT OF A HURRICANE LOSS PROJECTION MODEL FOR COMMERCIAL RESIDENTIAL BUILDINGS Candidate's name: Juan Antonio Balderrama Garcia Mendez Phone number: 574-344-3133 Department: Civil and Coastal… (more)

Subjects/Keywords: Buildings; Hurricanes; Impact damage; Modeling; Roofs; Simulations; Sliding doors; Storm damage; Wind velocity; Windows; commercial, debris, engineering, hurricane, impact, loss, low, mid, model, projection, residential, rise, wind, windborne

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APA (6th Edition):

Balderrama, J. (2009). Development of a Hurricane Loss Projection Model for Commercial Residential Buildings. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041010

Chicago Manual of Style (16th Edition):

Balderrama, Juan. “Development of a Hurricane Loss Projection Model for Commercial Residential Buildings.” 2009. Masters Thesis, University of Florida. Accessed October 14, 2019. http://ufdc.ufl.edu/UFE0041010.

MLA Handbook (7th Edition):

Balderrama, Juan. “Development of a Hurricane Loss Projection Model for Commercial Residential Buildings.” 2009. Web. 14 Oct 2019.

Vancouver:

Balderrama J. Development of a Hurricane Loss Projection Model for Commercial Residential Buildings. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Oct 14]. Available from: http://ufdc.ufl.edu/UFE0041010.

Council of Science Editors:

Balderrama J. Development of a Hurricane Loss Projection Model for Commercial Residential Buildings. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0041010


Florida International University

13. Tecle, Amanuel Sebhatu. Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach.

Degree: PhD, Civil Engineering, 2011, Florida International University

  Hurricane is one of the most destructive and costly natural hazard to the built environment and its impact on low-rise buildings, particularity, is beyond… (more)

Subjects/Keywords: Internal Presure; Compartmentalization; Wall of Wind; full scale testing; low-rise buildings; multi-room partitioning; vents; dominant openings; Sudden breach; Volume correction; Cross ventilation

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APA (6th Edition):

Tecle, A. S. (2011). Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/529 ; 10.25148/etd.FI11120905 ; FI11120905

Chicago Manual of Style (16th Edition):

Tecle, Amanuel Sebhatu. “Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach.” 2011. Doctoral Dissertation, Florida International University. Accessed October 14, 2019. http://digitalcommons.fiu.edu/etd/529 ; 10.25148/etd.FI11120905 ; FI11120905.

MLA Handbook (7th Edition):

Tecle, Amanuel Sebhatu. “Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach.” 2011. Web. 14 Oct 2019.

Vancouver:

Tecle AS. Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach. [Internet] [Doctoral dissertation]. Florida International University; 2011. [cited 2019 Oct 14]. Available from: http://digitalcommons.fiu.edu/etd/529 ; 10.25148/etd.FI11120905 ; FI11120905.

Council of Science Editors:

Tecle AS. Evaluation of Wind-Induced Internal Pressure In Low-Rise Buildings: A Multi Scale Experimental and Numerical Approach. [Doctoral Dissertation]. Florida International University; 2011. Available from: http://digitalcommons.fiu.edu/etd/529 ; 10.25148/etd.FI11120905 ; FI11120905


Brno University of Technology

14. Babka, Tomáš. Obytný soubor na ul. Pastviny v Brně - Komíně .

Degree: 2015, Brno University of Technology

 Nový obytný komplex v Brně Komíně je navržen jako trvale udržitelná, kompaktní, hustě osídlená čtvrť nízkopodlažních domů s parkem a nově ztvárněnou zahrádkářskou kolonií. V… (more)

Subjects/Keywords: trvale udržitelný rozvoj; vysoká hustota obyvatelstva; nízká podlažnosti; zahrádkářská kolonie; park; sustainability; high density of the population; low rise buildings; garden allotment; park

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APA (6th Edition):

Babka, T. (2015). Obytný soubor na ul. Pastviny v Brně - Komíně . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38408

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):

Babka, Tomáš. “Obytný soubor na ul. Pastviny v Brně - Komíně .” 2015. Thesis, Brno University of Technology. Accessed October 14, 2019. http://hdl.handle.net/11012/38408.

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

MLA Handbook (7th Edition):

Babka, Tomáš. “Obytný soubor na ul. Pastviny v Brně - Komíně .” 2015. Web. 14 Oct 2019.

Vancouver:

Babka T. Obytný soubor na ul. Pastviny v Brně - Komíně . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/11012/38408.

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

Council of Science Editors:

Babka T. Obytný soubor na ul. Pastviny v Brně - Komíně . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/38408

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


Penn State University

15. Myers, Tanya L. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.

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

Buildings must be designed structurally for a fifty year wind speed according to the ASCE 7 Standard. Residential buildings in Pennsylvania currently must be designed… (more)

Subjects/Keywords: braced walls; shear walls; bracing; wind records; wind speeds; statistics; engineering; structural; residential; low; low rise; low rise buildings; wood construction; houses; housing; Wood frame construction; IRC 2006; 2006; International Residential Code; IRC; loads; lateral loads; wind; ASCE 7; gypsum walls; exterior walls; interior walls; structural panels; analytical model; rigid beam model; rigid plate model; extreme wind; wind engineering

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APA (6th Edition):

Myers, T. L. (2009). Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9604

Chicago Manual of Style (16th Edition):

Myers, Tanya L. “Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.” 2009. Masters Thesis, Penn State University. Accessed October 14, 2019. https://etda.libraries.psu.edu/catalog/9604.

MLA Handbook (7th Edition):

Myers, Tanya L. “Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania.” 2009. Web. 14 Oct 2019.

Vancouver:

Myers TL. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Oct 14]. Available from: https://etda.libraries.psu.edu/catalog/9604.

Council of Science Editors:

Myers TL. Analysis of the International Residential Code 2006 Low Rise Wood Frame Building Bracing Requirements for Pennsylvania. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9604

16. Dagnew, Agerneh. Computational Evaluation of Wind Loads on Low- and High- Rise Buildings.

Degree: PhD, Civil Engineering, 2012, Florida International University

Buildings and other infrastructures located in the coastal regions of the US have a higher level of wind vulnerability. Reducing the increasing property losses… (more)

Subjects/Keywords: CFD; CWE; LES; Wind loads; High-rise building; Low-rise buildings

…40 2.6.2 Illustration of wind pressure loads on low-rise buildings… …91 4 NUMERICAL SIMULATION OF HURRICANE WIND LOADS ON LOW-RISE BUILDINGS WITH COMPLEX ROOFS… …106 4.3.2 Low-rise buildings with complex roof shapes… …components and wind-load resisting systems. Low- and high-rise buildings show different responses… …for wind. For low-rise buildings, the roof systems are exposed to higher loading than any… 

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

APA (6th Edition):

Dagnew, A. (2012). Computational Evaluation of Wind Loads on Low- and High- Rise Buildings. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/802 ; 10.25148/etd.FI12111904 ; FI12111904

Chicago Manual of Style (16th Edition):

Dagnew, Agerneh. “Computational Evaluation of Wind Loads on Low- and High- Rise Buildings.” 2012. Doctoral Dissertation, Florida International University. Accessed October 14, 2019. http://digitalcommons.fiu.edu/etd/802 ; 10.25148/etd.FI12111904 ; FI12111904.

MLA Handbook (7th Edition):

Dagnew, Agerneh. “Computational Evaluation of Wind Loads on Low- and High- Rise Buildings.” 2012. Web. 14 Oct 2019.

Vancouver:

Dagnew A. Computational Evaluation of Wind Loads on Low- and High- Rise Buildings. [Internet] [Doctoral dissertation]. Florida International University; 2012. [cited 2019 Oct 14]. Available from: http://digitalcommons.fiu.edu/etd/802 ; 10.25148/etd.FI12111904 ; FI12111904.

Council of Science Editors:

Dagnew A. Computational Evaluation of Wind Loads on Low- and High- Rise Buildings. [Doctoral Dissertation]. Florida International University; 2012. Available from: http://digitalcommons.fiu.edu/etd/802 ; 10.25148/etd.FI12111904 ; FI12111904


Unitec New Zealand

17. Zhang, Li. From efficiency to sufficiency: Towards the green high-rise building.

Degree: 2010, Unitec New Zealand

 This project challenges the usual consumption of conception of the CBD as a cluster of HRSB. Instead of individual tall building, we have single building… (more)

Subjects/Keywords: green buildings; high-rise buildings; environmental sustainability; 120101 Architectural Design

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

APA (6th Edition):

Zhang, L. (2010). From efficiency to sufficiency: Towards the green high-rise building. (Thesis). Unitec New Zealand. Retrieved from http://hdl.handle.net/10652/1533

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):

Zhang, Li. “From efficiency to sufficiency: Towards the green high-rise building.” 2010. Thesis, Unitec New Zealand. Accessed October 14, 2019. http://hdl.handle.net/10652/1533.

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

MLA Handbook (7th Edition):

Zhang, Li. “From efficiency to sufficiency: Towards the green high-rise building.” 2010. Web. 14 Oct 2019.

Vancouver:

Zhang L. From efficiency to sufficiency: Towards the green high-rise building. [Internet] [Thesis]. Unitec New Zealand; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10652/1533.

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

Council of Science Editors:

Zhang L. From efficiency to sufficiency: Towards the green high-rise building. [Thesis]. Unitec New Zealand; 2010. Available from: http://hdl.handle.net/10652/1533

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


Louisiana State University

18. Pan, Fang. Damage prediction of low-rise buildings under hurricane winds.

Degree: PhD, Civil and Environmental Engineering, 2013, Louisiana State University

Low-rise buildings are defined as the buildings with a mean roof height less than the least horizontal dimension and less than 18.3 m in ASCE… (more)

Subjects/Keywords: low rise building; hurricane; wind tunnel; vulnerablity

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APA (6th Edition):

Pan, F. (2013). Damage prediction of low-rise buildings under hurricane winds. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-01152014-114456 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1764

Chicago Manual of Style (16th Edition):

Pan, Fang. “Damage prediction of low-rise buildings under hurricane winds.” 2013. Doctoral Dissertation, Louisiana State University. Accessed October 14, 2019. etd-01152014-114456 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1764.

MLA Handbook (7th Edition):

Pan, Fang. “Damage prediction of low-rise buildings under hurricane winds.” 2013. Web. 14 Oct 2019.

Vancouver:

Pan F. Damage prediction of low-rise buildings under hurricane winds. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2019 Oct 14]. Available from: etd-01152014-114456 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1764.

Council of Science Editors:

Pan F. Damage prediction of low-rise buildings under hurricane winds. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-01152014-114456 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1764


University of Sydney

19. Xing, Fengda. Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries .

Degree: 2019, University of Sydney

 The wind flow characteristics around low-rise buildings with different geometries are investigated experimentally and numerically in this study. Computational Fluid Dynamics (CFD) simulations are conducted… (more)

Subjects/Keywords: CFD; low rise building; wind engineering

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APA (6th Edition):

Xing, F. (2019). Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/20212

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):

Xing, Fengda. “Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries .” 2019. Thesis, University of Sydney. Accessed October 14, 2019. http://hdl.handle.net/2123/20212.

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

MLA Handbook (7th Edition):

Xing, Fengda. “Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries .” 2019. Web. 14 Oct 2019.

Vancouver:

Xing F. Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries . [Internet] [Thesis]. University of Sydney; 2019. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/2123/20212.

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

Council of Science Editors:

Xing F. Experimental and Numerical Investigation of Wind Flow Around Gable Roof Low-Rise Buildings with Different Geometries . [Thesis]. University of Sydney; 2019. Available from: http://hdl.handle.net/2123/20212

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


Addis Ababa University

20. Melaku, Tesfaye. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .

Degree: 2013, Addis Ababa University

 It should not be puzzling to have 55% of the condominium house lottery winners did not show up interest to sign and receive ‘their’ houses,… (more)

Subjects/Keywords: Precast Beam; low cost buildings

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APA (6th Edition):

Melaku, T. (2013). Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4188

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):

Melaku, Tesfaye. “Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .” 2013. Thesis, Addis Ababa University. Accessed October 14, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4188.

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

MLA Handbook (7th Edition):

Melaku, Tesfaye. “Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .” 2013. Web. 14 Oct 2019.

Vancouver:

Melaku T. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Oct 14]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4188.

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

Council of Science Editors:

Melaku T. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4188

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


Ryerson University

21. Murad, Chafik. Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS.

Degree: 2015, Ryerson University

 Cantilevered concrete balcony slabs are being investigated in high-rise (MURBs) to control thermal bridging in terms of energy efficiency and thermal comfort where the use… (more)

Subjects/Keywords: High-rise apartment buildings  – Energy conservation; High-rise apartment buildings  – Design and construction; Balconies  – Design and construction; Concrete  – Thermal properties; High-rise apartment buildings  – Thermal properties  – Computer simulation

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APA (6th Edition):

Murad, C. (2015). Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A3430

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):

Murad, Chafik. “Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS.” 2015. Thesis, Ryerson University. Accessed October 14, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A3430.

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

MLA Handbook (7th Edition):

Murad, Chafik. “Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS.” 2015. Web. 14 Oct 2019.

Vancouver:

Murad C. Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS. [Internet] [Thesis]. Ryerson University; 2015. [cited 2019 Oct 14]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3430.

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

Council of Science Editors:

Murad C. Investigate the impact of a low u-value framing condition and an insulated curb condition at cantileverd concrete balcony slabs in high-rise MURBS. [Thesis]. Ryerson University; 2015. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A3430

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


University of Technology, Sydney

22. Tabatabaiefar, SHR. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.

Degree: 2012, University of Technology, Sydney

 Structures are often mounted on layers of soil unless bedrock is very close to the ground surface. Based on the fact that seismic waves pass… (more)

Subjects/Keywords: Soil-structure interaction.; Seismic behaviour.; Mid-rise buildings.; Earthquake resistant design.

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APA (6th Edition):

Tabatabaiefar, S. (2012). Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/21855

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):

Tabatabaiefar, SHR. “Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.” 2012. Thesis, University of Technology, Sydney. Accessed October 14, 2019. http://hdl.handle.net/10453/21855.

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

MLA Handbook (7th Edition):

Tabatabaiefar, SHR. “Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction.” 2012. Web. 14 Oct 2019.

Vancouver:

Tabatabaiefar S. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. [Internet] [Thesis]. University of Technology, Sydney; 2012. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/10453/21855.

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

Council of Science Editors:

Tabatabaiefar S. Determining seismic response of mid-rise building frames considering dynamic soil-structure interaction. [Thesis]. University of Technology, Sydney; 2012. Available from: http://hdl.handle.net/10453/21855

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


University of Louisville

23. Desai, Niranjan, 1979-. A study of the behavior of veneer wall systems in medium rise buildings under seismic loads.

Degree: PhD, 2011, University of Louisville

 This dissertation presents an analytical investigation that examined the seismic performance of steel stud backed and Concrete Masonry Units (CMU) backed masonry veneer wall systems,… (more)

Subjects/Keywords: Seismic; Behavior; Brick veneer; Wall; Medium rise buildings; Systems

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APA (6th Edition):

Desai, Niranjan, 1. (2011). A study of the behavior of veneer wall systems in medium rise buildings under seismic loads. (Doctoral Dissertation). University of Louisville. Retrieved from 10.18297/etd/337 ; https://ir.library.louisville.edu/etd/337

Chicago Manual of Style (16th Edition):

Desai, Niranjan, 1979-. “A study of the behavior of veneer wall systems in medium rise buildings under seismic loads.” 2011. Doctoral Dissertation, University of Louisville. Accessed October 14, 2019. 10.18297/etd/337 ; https://ir.library.louisville.edu/etd/337.

MLA Handbook (7th Edition):

Desai, Niranjan, 1979-. “A study of the behavior of veneer wall systems in medium rise buildings under seismic loads.” 2011. Web. 14 Oct 2019.

Vancouver:

Desai, Niranjan 1. A study of the behavior of veneer wall systems in medium rise buildings under seismic loads. [Internet] [Doctoral dissertation]. University of Louisville; 2011. [cited 2019 Oct 14]. Available from: 10.18297/etd/337 ; https://ir.library.louisville.edu/etd/337.

Council of Science Editors:

Desai, Niranjan 1. A study of the behavior of veneer wall systems in medium rise buildings under seismic loads. [Doctoral Dissertation]. University of Louisville; 2011. Available from: 10.18297/etd/337 ; https://ir.library.louisville.edu/etd/337


University of Hong Kong

24. Lee, Man-ho, Samuel. Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?.

Degree: Master of Housing Management, 2015, University of Hong Kong

The building rehabilitation issue for the common areas of the multi-storey buildings had aroused public concern in the recent years in Hong Kong. While there… (more)

Subjects/Keywords: High-rise apartment buildings - China - Hong Kong - Maintenance and repair

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APA (6th Edition):

Lee, Man-ho, S. (2015). Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. (Masters Thesis). University of Hong Kong. Retrieved from Lee, M. S. [李文浩]. (2015). Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5611639 ; http://hdl.handle.net/10722/221271

Chicago Manual of Style (16th Edition):

Lee, Man-ho, Samuel. “Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?.” 2015. Masters Thesis, University of Hong Kong. Accessed October 14, 2019. Lee, M. S. [李文浩]. (2015). Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5611639 ; http://hdl.handle.net/10722/221271.

MLA Handbook (7th Edition):

Lee, Man-ho, Samuel. “Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?.” 2015. Web. 14 Oct 2019.

Vancouver:

Lee, Man-ho S. Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. [Internet] [Masters thesis]. University of Hong Kong; 2015. [cited 2019 Oct 14]. Available from: Lee, M. S. [李文浩]. (2015). Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5611639 ; http://hdl.handle.net/10722/221271.

Council of Science Editors:

Lee, Man-ho S. Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. [Masters Thesis]. University of Hong Kong; 2015. Available from: Lee, M. S. [李文浩]. (2015). Is the expected increase in property value the main concern for owner-occupants to carry out building rehabilitation works in Hong Kong?. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5611639 ; http://hdl.handle.net/10722/221271


Delft University of Technology

25. Sun, Y. Egress as Part of Fire Safety in High-rise Buildings:.

Degree: 2013, Delft University of Technology

 The process of evacuating some large high-rise buildings may take upwards of several hours. One question that needs to be asked, however, is whether it… (more)

Subjects/Keywords: high-rise buildings; building fires; egress; fire safety; evacuation

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APA (6th Edition):

Sun, Y. (2013). Egress as Part of Fire Safety in High-rise Buildings:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:e06f2348-1cc0-49e1-842f-62ecad6b63bb

Chicago Manual of Style (16th Edition):

Sun, Y. “Egress as Part of Fire Safety in High-rise Buildings:.” 2013. Masters Thesis, Delft University of Technology. Accessed October 14, 2019. http://resolver.tudelft.nl/uuid:e06f2348-1cc0-49e1-842f-62ecad6b63bb.

MLA Handbook (7th Edition):

Sun, Y. “Egress as Part of Fire Safety in High-rise Buildings:.” 2013. Web. 14 Oct 2019.

Vancouver:

Sun Y. Egress as Part of Fire Safety in High-rise Buildings:. [Internet] [Masters thesis]. Delft University of Technology; 2013. [cited 2019 Oct 14]. Available from: http://resolver.tudelft.nl/uuid:e06f2348-1cc0-49e1-842f-62ecad6b63bb.

Council of Science Editors:

Sun Y. Egress as Part of Fire Safety in High-rise Buildings:. [Masters Thesis]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:e06f2348-1cc0-49e1-842f-62ecad6b63bb


University of Illinois – Urbana-Champaign

26. Stromberg, Lauren L. Application of layout and topology optimization using pattern gradation for the conceptual design of buildings.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

 This work explores the use of manufacturing-type constraints, in particular pattern gradation and repetition, in the context of layout optimization. By placing constraints on the… (more)

Subjects/Keywords: topology optmization; pattern gradation; material layout; high-rise buildings; pattern constraints

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APA (6th Edition):

Stromberg, L. L. (2010). Application of layout and topology optimization using pattern gradation for the conceptual design of buildings. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16004

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):

Stromberg, Lauren L. “Application of layout and topology optimization using pattern gradation for the conceptual design of buildings.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed October 14, 2019. http://hdl.handle.net/2142/16004.

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

MLA Handbook (7th Edition):

Stromberg, Lauren L. “Application of layout and topology optimization using pattern gradation for the conceptual design of buildings.” 2010. Web. 14 Oct 2019.

Vancouver:

Stromberg LL. Application of layout and topology optimization using pattern gradation for the conceptual design of buildings. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/2142/16004.

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

Council of Science Editors:

Stromberg LL. Application of layout and topology optimization using pattern gradation for the conceptual design of buildings. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16004

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


Montana State University

27. Tartivita, Santo R. A high-rise apartment for Bozeman, Montana.

Degree: 1968, Montana State University

Subjects/Keywords: Dwellings.; High-rise apartment buildings.

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APA (6th Edition):

Tartivita, S. R. (1968). A high-rise apartment for Bozeman, Montana. (Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/11872

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):

Tartivita, Santo R. “A high-rise apartment for Bozeman, Montana.” 1968. Thesis, Montana State University. Accessed October 14, 2019. https://scholarworks.montana.edu/xmlui/handle/1/11872.

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

MLA Handbook (7th Edition):

Tartivita, Santo R. “A high-rise apartment for Bozeman, Montana.” 1968. Web. 14 Oct 2019.

Vancouver:

Tartivita SR. A high-rise apartment for Bozeman, Montana. [Internet] [Thesis]. Montana State University; 1968. [cited 2019 Oct 14]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11872.

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

Council of Science Editors:

Tartivita SR. A high-rise apartment for Bozeman, Montana. [Thesis]. Montana State University; 1968. Available from: https://scholarworks.montana.edu/xmlui/handle/1/11872

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


Brno University of Technology

28. Šabo, Andrej. RING! - Dostavba městského okruhu v Brně .

Degree: 2013, Brno University of Technology

 Koncept dostavby mestského okruhu v Brne vychádza z klasickej blokovej zástavby, do ktorej vstupuje vertikálne prvky v podobe výškových objektov. Riešený objekt v rámci navrhnutej… (more)

Subjects/Keywords: Ring; bývanie; polyfunkcia; výškové objekty; Ring; residential; polyfunction; high-rise buildings

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

APA (6th Edition):

Šabo, A. (2013). RING! - Dostavba městského okruhu v Brně . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/26383

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):

Šabo, Andrej. “RING! - Dostavba městského okruhu v Brně .” 2013. Thesis, Brno University of Technology. Accessed October 14, 2019. http://hdl.handle.net/11012/26383.

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

MLA Handbook (7th Edition):

Šabo, Andrej. “RING! - Dostavba městského okruhu v Brně .” 2013. Web. 14 Oct 2019.

Vancouver:

Šabo A. RING! - Dostavba městského okruhu v Brně . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/11012/26383.

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

Council of Science Editors:

Šabo A. RING! - Dostavba městského okruhu v Brně . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/26383

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


University of Illinois – Urbana-Champaign

29. Sizemore, Joshua G. Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames.

Degree: PhD, Civil Engineering, 2017, University of Illinois – Urbana-Champaign

 Seismic-force-resisting systems (SFRSs) in areas of low and moderate seismicity such as the east coast of the United States have minimal ductility. Unlike high-ductility systems,… (more)

Subjects/Keywords: Buildings; Earthquake-resistant design; Concentrically braced frames; Moderate seismic regions; Low-ductility systems; Reserve capacity; Full-scale testing; Nonlinear analysis; Metal and composite structures

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

APA (6th Edition):

Sizemore, J. G. (2017). Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/97388

Chicago Manual of Style (16th Edition):

Sizemore, Joshua G. “Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames.” 2017. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed October 14, 2019. http://hdl.handle.net/2142/97388.

MLA Handbook (7th Edition):

Sizemore, Joshua G. “Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames.” 2017. Web. 14 Oct 2019.

Vancouver:

Sizemore JG. Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2017. [cited 2019 Oct 14]. Available from: http://hdl.handle.net/2142/97388.

Council of Science Editors:

Sizemore JG. Inelastic behavior and seismic collapse prevention performance of low-ductility steel braced frames. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2017. Available from: http://hdl.handle.net/2142/97388


Florida International University

30. Asghari Mooneghi, Maryam. Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems.

Degree: PhD, Civil Engineering, 2014, Florida International University

  The performance of building envelopes and roofing systems significantly depends on accurate knowledge of wind loads and the response of envelope components under realistic… (more)

Subjects/Keywords: Low-rise Buildings; Wind Loads; Large-scale Testing; Partial Turbulence Simulation; Building Envelope; Probability Distribution Function; Pressure Coefficient; Roof Pavers; Wind Uplift; Conical Vortices; Design Guidelines; Civil Engineering; Computational Engineering; Structural Engineering

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

APA (6th Edition):

Asghari Mooneghi, M. (2014). Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems. (Doctoral Dissertation). Florida International University. Retrieved from http://digitalcommons.fiu.edu/etd/1846 ; 10.25148/etd.FI15032179 ; FI15032179

Chicago Manual of Style (16th Edition):

Asghari Mooneghi, Maryam. “Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems.” 2014. Doctoral Dissertation, Florida International University. Accessed October 14, 2019. http://digitalcommons.fiu.edu/etd/1846 ; 10.25148/etd.FI15032179 ; FI15032179.

MLA Handbook (7th Edition):

Asghari Mooneghi, Maryam. “Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems.” 2014. Web. 14 Oct 2019.

Vancouver:

Asghari Mooneghi M. Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems. [Internet] [Doctoral dissertation]. Florida International University; 2014. [cited 2019 Oct 14]. Available from: http://digitalcommons.fiu.edu/etd/1846 ; 10.25148/etd.FI15032179 ; FI15032179.

Council of Science Editors:

Asghari Mooneghi M. Experimental and Analytical Methodologies for Predicting Peak Loads on Building Envelopes and Roofing Systems. [Doctoral Dissertation]. Florida International University; 2014. Available from: http://digitalcommons.fiu.edu/etd/1846 ; 10.25148/etd.FI15032179 ; FI15032179

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