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You searched for subject:(flexible diaphragm). Showing records 1 – 5 of 5 total matches.

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Addis Ababa University

1. Kassahun, Memru. Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element .

Degree: 2013, Addis Ababa University

 Earthquake - resistant structures are provided with lateral and vertical seismic force – resisting systems capable of transmitting inertial forces from the location of masses… (more)

Subjects/Keywords: diaphragm discontinuity; diaphragm rigidity; actual diaphragm stiffness; flexible diaphragm

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APA (6th Edition):

Kassahun, M. (2013). Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/5057

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):

Kassahun, Memru. “Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element .” 2013. Thesis, Addis Ababa University. Accessed October 20, 2020. http://etd.aau.edu.et/dspace/handle/123456789/5057.

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

MLA Handbook (7th Edition):

Kassahun, Memru. “Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element .” 2013. Web. 20 Oct 2020.

Vancouver:

Kassahun M. Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2020 Oct 20]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5057.

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

Council of Science Editors:

Kassahun M. Assessment of the Effect of Size of Diaphragm Discontinuity (Opening) on the Rigidity of Diaphragm and Distribution of Lateral Load to the Lateral Load Resisting Element . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/5057

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


University of Canterbury

2. Hamilton, Kent Anthony. Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems.

Degree: M. Eng., Mechanical Engineering, 2013, University of Canterbury

 Low cost cryocoolers suitable for long term use in industrial environments are required for superconducting technologies to be competitive with copper based devices in real… (more)

Subjects/Keywords: Cryocooler; cryogenic; flexible diaphragm; metal diaphragm; pressure wave generator

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APA (6th Edition):

Hamilton, K. A. (2013). Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems. (Masters Thesis). University of Canterbury. Retrieved from http://dx.doi.org/10.26021/2351

Chicago Manual of Style (16th Edition):

Hamilton, Kent Anthony. “Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems.” 2013. Masters Thesis, University of Canterbury. Accessed October 20, 2020. http://dx.doi.org/10.26021/2351.

MLA Handbook (7th Edition):

Hamilton, Kent Anthony. “Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems.” 2013. Web. 20 Oct 2020.

Vancouver:

Hamilton KA. Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems. [Internet] [Masters thesis]. University of Canterbury; 2013. [cited 2020 Oct 20]. Available from: http://dx.doi.org/10.26021/2351.

Council of Science Editors:

Hamilton KA. Improvements to the Design of a Flexible Diaphragm for use in Pressure Wave Generators for Cryogenic Refrigeration Systems. [Masters Thesis]. University of Canterbury; 2013. Available from: http://dx.doi.org/10.26021/2351


Cal Poly

3. Jacobsen, Erica Dawn. Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings.

Degree: MS, Architecture, 2011, Cal Poly

  ABSTRACT Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings Erica Dawn Jacobsen             The primary goal of the thesis was to… (more)

Subjects/Keywords: Ambient Vibration Testing; Forced Vibration Testing; Retrofit; Flexible Diaphragm; Mode Shapes; Natural Frequencies; Architectural Engineering

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APA (6th Edition):

Jacobsen, E. D. (2011). Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/531 ; 10.15368/theses.2011.88

Chicago Manual of Style (16th Edition):

Jacobsen, Erica Dawn. “Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings.” 2011. Masters Thesis, Cal Poly. Accessed October 20, 2020. https://digitalcommons.calpoly.edu/theses/531 ; 10.15368/theses.2011.88.

MLA Handbook (7th Edition):

Jacobsen, Erica Dawn. “Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings.” 2011. Web. 20 Oct 2020.

Vancouver:

Jacobsen ED. Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings. [Internet] [Masters thesis]. Cal Poly; 2011. [cited 2020 Oct 20]. Available from: https://digitalcommons.calpoly.edu/theses/531 ; 10.15368/theses.2011.88.

Council of Science Editors:

Jacobsen ED. Forced Vibration Testing and Analysis of Pre- and Post- Retrofit Buildings. [Masters Thesis]. Cal Poly; 2011. Available from: https://digitalcommons.calpoly.edu/theses/531 ; 10.15368/theses.2011.88

4. Yarber, Caroline Nicole. Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model.

Degree: MS, 2012, Cal Poly

  The goal of this thesis is to determine whether continuity ties in large wood diaphragms are stiff enough to engage and provide diaphragm flexural… (more)

Subjects/Keywords: Wood diaphragms; Collective chord Model; Continuity ties; Flexible diaphragm stiffness; Architectural Engineering

…the rigid wall, flexible diaphragm (RW/FD) building demonstrated the lack of… …can be transferred from the walls to the flexible diaphragm based on the location and… …large deflection of the flexible diaphragm was incompatible with the rigidity of the masonry… …design of rigid wall/flexible diaphragm (RW/FD) buildings should be investigated… …seismic forces are more a function of the dynamic response of the flexible horizontal diaphragm… 

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APA (6th Edition):

Yarber, C. N. (2012). Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/846 ; 10.15368/theses.2012.162

Chicago Manual of Style (16th Edition):

Yarber, Caroline Nicole. “Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model.” 2012. Masters Thesis, Cal Poly. Accessed October 20, 2020. https://digitalcommons.calpoly.edu/theses/846 ; 10.15368/theses.2012.162.

MLA Handbook (7th Edition):

Yarber, Caroline Nicole. “Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model.” 2012. Web. 20 Oct 2020.

Vancouver:

Yarber CN. Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model. [Internet] [Masters thesis]. Cal Poly; 2012. [cited 2020 Oct 20]. Available from: https://digitalcommons.calpoly.edu/theses/846 ; 10.15368/theses.2012.162.

Council of Science Editors:

Yarber CN. Experimental Determination of the Stiffness and Strength of Continuity Tie Connections in Large Wood Roof Dipahragms, and Impact on the Collective Chord Model. [Masters Thesis]. Cal Poly; 2012. Available from: https://digitalcommons.calpoly.edu/theses/846 ; 10.15368/theses.2012.162

5. Ramos, Pablo D, Jr. SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE.

Degree: MS, Architecture, 2013, Cal Poly

  The Bridge House is a steel building structure located in Poly Canyon, a rural area inside the campus of California Polytechnic State University, San… (more)

Subjects/Keywords: Ambient and Forced Vibration; Flexible and Semi Rigid Diaphragm; The Bridge House; Mode Shape Mapping; Verification of Analytical Modelling Through Experimental Testing; Changes in Structural Dynamic Properties Due to Thermal Loading; Structural Engineering

…69 Figure WW: Flexible Roof Diaphragm… …74 Figure CCC: Flexible Roof Diaphragm Model with Diagonal Bracing… …77 Figure DDD: Experimental vs. Analytical Flexible Roof Diaphragm Model with Diagonal… …using forced vibration testing (FVT) and exhibited a flexible roof diaphragm… …of the flexible diaphragm stiffness and its effect on the overall response of the structure… 

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

APA (6th Edition):

Ramos, Pablo D, J. (2013). SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/944 ; 10.15368/theses.2013.17

Chicago Manual of Style (16th Edition):

Ramos, Pablo D, Jr. “SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE.” 2013. Masters Thesis, Cal Poly. Accessed October 20, 2020. https://digitalcommons.calpoly.edu/theses/944 ; 10.15368/theses.2013.17.

MLA Handbook (7th Edition):

Ramos, Pablo D, Jr. “SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE.” 2013. Web. 20 Oct 2020.

Vancouver:

Ramos, Pablo D J. SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE. [Internet] [Masters thesis]. Cal Poly; 2013. [cited 2020 Oct 20]. Available from: https://digitalcommons.calpoly.edu/theses/944 ; 10.15368/theses.2013.17.

Council of Science Editors:

Ramos, Pablo D J. SYSTEM IDENTIFICATION OF A BRIDGE-TYPE BUILDING STRUCTURE. [Masters Thesis]. Cal Poly; 2013. Available from: https://digitalcommons.calpoly.edu/theses/944 ; 10.15368/theses.2013.17

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