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You searched for +publisher:"Purdue University" +contributor:("Santiago Pujol"). Showing records 1 – 6 of 6 total matches.

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Purdue University

1. Daluga, Derek Robert. The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams.

Degree: MSCE, Civil Engineering, 2015, Purdue University

  Shear strength of reinforced concrete beams without web reinforcement has been reported to decrease with increases in depth. This is often referred to as… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Daluga, D. R. (2015). The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/534

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):

Daluga, Derek Robert. “The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams.” 2015. Thesis, Purdue University. Accessed February 17, 2020. http://docs.lib.purdue.edu/open_access_theses/534.

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

MLA Handbook (7th Edition):

Daluga, Derek Robert. “The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams.” 2015. Web. 17 Feb 2020.

Vancouver:

Daluga DR. The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams. [Internet] [Thesis]. Purdue University; 2015. [cited 2020 Feb 17]. Available from: http://docs.lib.purdue.edu/open_access_theses/534.

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

Council of Science Editors:

Daluga DR. The effect of maximum aggregate size on the shear strength of geometrically scaled reinforced concrete beams. [Thesis]. Purdue University; 2015. Available from: http://docs.lib.purdue.edu/open_access_theses/534

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


Purdue University

2. Wang, Ying. Effects of web reinforcement discontinuities on the seismic response of structural walls.

Degree: PhD, Civil Engineering, 2014, Purdue University

  Field evidence was interpreted to suggest that discontinuities in the longitudinal web reinforcement caused severe damage in structural walls during strong ground motion. To… (more)

Subjects/Keywords: Civil Engineering

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

APA (6th Edition):

Wang, Y. (2014). Effects of web reinforcement discontinuities on the seismic response of structural walls. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/387

Chicago Manual of Style (16th Edition):

Wang, Ying. “Effects of web reinforcement discontinuities on the seismic response of structural walls.” 2014. Doctoral Dissertation, Purdue University. Accessed February 17, 2020. https://docs.lib.purdue.edu/open_access_dissertations/387.

MLA Handbook (7th Edition):

Wang, Ying. “Effects of web reinforcement discontinuities on the seismic response of structural walls.” 2014. Web. 17 Feb 2020.

Vancouver:

Wang Y. Effects of web reinforcement discontinuities on the seismic response of structural walls. [Internet] [Doctoral dissertation]. Purdue University; 2014. [cited 2020 Feb 17]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/387.

Council of Science Editors:

Wang Y. Effects of web reinforcement discontinuities on the seismic response of structural walls. [Doctoral Dissertation]. Purdue University; 2014. Available from: https://docs.lib.purdue.edu/open_access_dissertations/387


Purdue University

3. Laughery, Lucas. Response of high-strength steel reinforced concrete structures to simulated earthquakes.

Degree: PhD, Civil Engineering, 2016, Purdue University

  In reinforced concrete (RC) structures expected to resist earthquake demands, substituting smaller amounts of high-strength steel for conventional steel reinforcement can help reduce reinforcement… (more)

Subjects/Keywords: Applied sciences; Drift response; Earthquake; High-strength steel; Reinforced concrete; Shake table; Simulated earthquakes; Civil Engineering

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

APA (6th Edition):

Laughery, L. (2016). Response of high-strength steel reinforced concrete structures to simulated earthquakes. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/792

Chicago Manual of Style (16th Edition):

Laughery, Lucas. “Response of high-strength steel reinforced concrete structures to simulated earthquakes.” 2016. Doctoral Dissertation, Purdue University. Accessed February 17, 2020. https://docs.lib.purdue.edu/open_access_dissertations/792.

MLA Handbook (7th Edition):

Laughery, Lucas. “Response of high-strength steel reinforced concrete structures to simulated earthquakes.” 2016. Web. 17 Feb 2020.

Vancouver:

Laughery L. Response of high-strength steel reinforced concrete structures to simulated earthquakes. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2020 Feb 17]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/792.

Council of Science Editors:

Laughery L. Response of high-strength steel reinforced concrete structures to simulated earthquakes. [Doctoral Dissertation]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_dissertations/792


Purdue University

4. Skok, Nicholas R. Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings.

Degree: MS, Civil Engineering, 2014, Purdue University

  Older reinforced concrete buildings can be prone to column shear and compression failures during earthquakes because of inadequate transverse reinforcement. Cities in seismic areas… (more)

Subjects/Keywords: Applied sciences; Earth sciences; Collapse; Column index; Earthquake engineering; Non-ductile; Opensees; Reinforced concrete; Civil Engineering; Geology

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

APA (6th Edition):

Skok, N. R. (2014). Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings. (Thesis). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_theses/380

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):

Skok, Nicholas R. “Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings.” 2014. Thesis, Purdue University. Accessed February 17, 2020. http://docs.lib.purdue.edu/open_access_theses/380.

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

MLA Handbook (7th Edition):

Skok, Nicholas R. “Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings.” 2014. Web. 17 Feb 2020.

Vancouver:

Skok NR. Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings. [Internet] [Thesis]. Purdue University; 2014. [cited 2020 Feb 17]. Available from: http://docs.lib.purdue.edu/open_access_theses/380.

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

Council of Science Editors:

Skok NR. Evaluation Of Collapse Indicators For Seismically Vulnerable Reinforced Concrete Buildings. [Thesis]. Purdue University; 2014. Available from: http://docs.lib.purdue.edu/open_access_theses/380

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


Purdue University

5. Alkloub, Amer Abdel Karim. Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles.

Degree: PhD, Civil Engineering, 2015, Purdue University

  In impact resistance of reinforced concrete (RC) panels against projectiles the contribution of the orthogonal mesh reinforcement has been ignored. In this study the… (more)

Subjects/Keywords: Reinforced Concrete Panels; impact; projectiles; non-deformable; Civil Engineering

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

APA (6th Edition):

Alkloub, A. A. K. (2015). Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/412

Chicago Manual of Style (16th Edition):

Alkloub, Amer Abdel Karim. “Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles.” 2015. Doctoral Dissertation, Purdue University. Accessed February 17, 2020. https://docs.lib.purdue.edu/open_access_dissertations/412.

MLA Handbook (7th Edition):

Alkloub, Amer Abdel Karim. “Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles.” 2015. Web. 17 Feb 2020.

Vancouver:

Alkloub AAK. Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles. [Internet] [Doctoral dissertation]. Purdue University; 2015. [cited 2020 Feb 17]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/412.

Council of Science Editors:

Alkloub AAK. Behavior of Reinforced Concrete Panels Subject to Impact by Non-deformable Projectiles. [Doctoral Dissertation]. Purdue University; 2015. Available from: https://docs.lib.purdue.edu/open_access_dissertations/412


Purdue University

6. Yeum, Chul Min. Computer vision-based structural assessment exploiting large volumes of images.

Degree: PhD, Civil Engineering, 2016, Purdue University

  Visual assessment is a process to understand the state of a structure based on evaluations originating from visual information. Recent advances in computer vision… (more)

Subjects/Keywords: Applied sciences; Computer vision; Convolutional neural network; Multi-view geometry; Structure-from-motion; Visual assessment; Civil Engineering

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

APA (6th Edition):

Yeum, C. M. (2016). Computer vision-based structural assessment exploiting large volumes of images. (Doctoral Dissertation). Purdue University. Retrieved from https://docs.lib.purdue.edu/open_access_dissertations/1036

Chicago Manual of Style (16th Edition):

Yeum, Chul Min. “Computer vision-based structural assessment exploiting large volumes of images.” 2016. Doctoral Dissertation, Purdue University. Accessed February 17, 2020. https://docs.lib.purdue.edu/open_access_dissertations/1036.

MLA Handbook (7th Edition):

Yeum, Chul Min. “Computer vision-based structural assessment exploiting large volumes of images.” 2016. Web. 17 Feb 2020.

Vancouver:

Yeum CM. Computer vision-based structural assessment exploiting large volumes of images. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2020 Feb 17]. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1036.

Council of Science Editors:

Yeum CM. Computer vision-based structural assessment exploiting large volumes of images. [Doctoral Dissertation]. Purdue University; 2016. Available from: https://docs.lib.purdue.edu/open_access_dissertations/1036

.