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You searched for subject:(ACI 318). Showing records 1 – 9 of 9 total matches.

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Penn State University

1. Gullapalli, Anusha Venkata Lakshmi. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.

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

 The objective of the study conducted was to identify and address concerns with ACI 318 section 9.5, the deflection specifications for two-way slabs. Its scope… (more)

Subjects/Keywords: parametric study; recommendations; revision; deflection; two-way slabs; concrete; ACI 318

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

APA (6th Edition):

Gullapalli, A. V. L. (2009). ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/10060

Chicago Manual of Style (16th Edition):

Gullapalli, Anusha Venkata Lakshmi. “ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.” 2009. Masters Thesis, Penn State University. Accessed November 21, 2019. https://etda.libraries.psu.edu/catalog/10060.

MLA Handbook (7th Edition):

Gullapalli, Anusha Venkata Lakshmi. “ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS.” 2009. Web. 21 Nov 2019.

Vancouver:

Gullapalli AVL. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Nov 21]. Available from: https://etda.libraries.psu.edu/catalog/10060.

Council of Science Editors:

Gullapalli AVL. ACI 318 CODE PROVISIONS FOR DEFLECTION CONTROL OF TWO-WAY CONCRETE SLABS. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/10060

2. Lundin, Reid. Introduction to concrete anchor rods.

Degree: MS, Department of Architectural Engineering, 2012, Kansas State University

 Concrete anchors represent an important transition for both the design and construction of a project. Anchors are produced in two main categories: cast-in-place and post-installed.… (more)

Subjects/Keywords: Cast-in-place concrete anchor rods; ACI 318; Anchor bolts; Architectural engineering (0462)

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APA (6th Edition):

Lundin, R. (2012). Introduction to concrete anchor rods. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/15040

Chicago Manual of Style (16th Edition):

Lundin, Reid. “Introduction to concrete anchor rods.” 2012. Masters Thesis, Kansas State University. Accessed November 21, 2019. http://hdl.handle.net/2097/15040.

MLA Handbook (7th Edition):

Lundin, Reid. “Introduction to concrete anchor rods.” 2012. Web. 21 Nov 2019.

Vancouver:

Lundin R. Introduction to concrete anchor rods. [Internet] [Masters thesis]. Kansas State University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/2097/15040.

Council of Science Editors:

Lundin R. Introduction to concrete anchor rods. [Masters Thesis]. Kansas State University; 2012. Available from: http://hdl.handle.net/2097/15040


Kansas State University

3. Halim, Abdul Halim. Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions.

Degree: MS, Department of Civil Engineering, 2010, Kansas State University

 The shear and combined shear and torsion provisions of the AASHTO LRFD (2008) Bridge Design Specifications, as well as simplified AASHTO procedure for prestressed and… (more)

Subjects/Keywords: Shear Design; Shear and Torsion; ACI 318-08; AASHTO LRFD; Modified Compression Field Theory; Interaction curves; Engineering, Civil (0543)

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APA (6th Edition):

Halim, A. H. (2010). Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/7011

Chicago Manual of Style (16th Edition):

Halim, Abdul Halim. “Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions.” 2010. Masters Thesis, Kansas State University. Accessed November 21, 2019. http://hdl.handle.net/2097/7011.

MLA Handbook (7th Edition):

Halim, Abdul Halim. “Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions.” 2010. Web. 21 Nov 2019.

Vancouver:

Halim AH. Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions. [Internet] [Masters thesis]. Kansas State University; 2010. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/2097/7011.

Council of Science Editors:

Halim AH. Assessment of the new AASHTO design provisions for shear and combined shear/torsion and comparison with the equivalent ACI provisions. [Masters Thesis]. Kansas State University; 2010. Available from: http://hdl.handle.net/2097/7011


Brno University of Technology

4. Gabčová, Kateřina. Metodika posuzování ŽB prvků dle EN a ACI .

Degree: 2012, Brno University of Technology

 Práce se zabývá posuzováním železobetonových konstrukcí dle amerického standardu ACI 318-08 a srovnáním se statickým řešením dle ČSN EN 1992-1-1. Práce obsahuje posouzení žebříkového stropu… (more)

Subjects/Keywords: ČSN EN 1992-1-1; ACI 318-08; žebíkový strop; sloup; 1.mezní stav; 2.mezní stav- použitelnost; ohyb; smyk; průhyb; ČSN EN 1992-1-1; ACI 318-08; girder ceiling; column; 1.critical state; 2. critical state- serviceability; bend; shear; deflection

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APA (6th Edition):

Gabčová, K. (2012). Metodika posuzování ŽB prvků dle EN a ACI . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15944

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):

Gabčová, Kateřina. “Metodika posuzování ŽB prvků dle EN a ACI .” 2012. Thesis, Brno University of Technology. Accessed November 21, 2019. http://hdl.handle.net/11012/15944.

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

MLA Handbook (7th Edition):

Gabčová, Kateřina. “Metodika posuzování ŽB prvků dle EN a ACI .” 2012. Web. 21 Nov 2019.

Vancouver:

Gabčová K. Metodika posuzování ŽB prvků dle EN a ACI . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/11012/15944.

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

Council of Science Editors:

Gabčová K. Metodika posuzování ŽB prvků dle EN a ACI . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/15944

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


Brno University of Technology

5. Janča, Tomáš. Porovnání návrhových postupů podle ACI 318 a EN 1992 .

Degree: 2018, Brno University of Technology

 Diplomová práce se zabývá porovnáním metodiky posuzování betonových konstrukcí dle aktuálně platné evropské normy ČSN EN 1992-1-1 a amerických standardů ACI 318-14. Ke srovnání byly… (more)

Subjects/Keywords: Beton; železobeton; lokálně podepřená deska; sloup; schodiště; ČSN EN 1992-1-1; ACI 318-14; mezní stav únosnosti; Concrete; reinforced concrete; locally supported slab; column; staircase; ČSN EN 1992-1-1; ACI 318-14; critical state carrying capacity

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

APA (6th Edition):

Janča, T. (2018). Porovnání návrhových postupů podle ACI 318 a EN 1992 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70822

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):

Janča, Tomáš. “Porovnání návrhových postupů podle ACI 318 a EN 1992 .” 2018. Thesis, Brno University of Technology. Accessed November 21, 2019. http://hdl.handle.net/11012/70822.

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

MLA Handbook (7th Edition):

Janča, Tomáš. “Porovnání návrhových postupů podle ACI 318 a EN 1992 .” 2018. Web. 21 Nov 2019.

Vancouver:

Janča T. Porovnání návrhových postupů podle ACI 318 a EN 1992 . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/11012/70822.

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

Council of Science Editors:

Janča T. Porovnání návrhových postupů podle ACI 318 a EN 1992 . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70822

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


University of Toronto

6. Netopilik, Robert J. Punching Shear Behaviour of Thick Reinforced Concrete Slabs.

Degree: 2012, University of Toronto

Experiments were conducted to investigate the punching shear behaviour of thick slabs with identical spans and depths, subjected to monotonic point load conditions. Variables included:… (more)

Subjects/Keywords: Concrete; Punching; Shear; Slabs; Strut-and-tie; punching shear; Reinforcement ratio; column size; ACI 318; CSA A23.3; 2010 Model Code; structures; deep; thick; 0543

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APA (6th Edition):

Netopilik, R. J. (2012). Punching Shear Behaviour of Thick Reinforced Concrete Slabs. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33475

Chicago Manual of Style (16th Edition):

Netopilik, Robert J. “Punching Shear Behaviour of Thick Reinforced Concrete Slabs.” 2012. Masters Thesis, University of Toronto. Accessed November 21, 2019. http://hdl.handle.net/1807/33475.

MLA Handbook (7th Edition):

Netopilik, Robert J. “Punching Shear Behaviour of Thick Reinforced Concrete Slabs.” 2012. Web. 21 Nov 2019.

Vancouver:

Netopilik RJ. Punching Shear Behaviour of Thick Reinforced Concrete Slabs. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1807/33475.

Council of Science Editors:

Netopilik RJ. Punching Shear Behaviour of Thick Reinforced Concrete Slabs. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33475


Brno University of Technology

7. Tesárková, Václava. Návrh ŽB konstrukcí dle EC 2 a ACI 318 .

Degree: 2013, Brno University of Technology

 Práce se zabývá posuzováním železobetonových konstrukcí dle aktuálně platné normy ČSN EN 1992-1-1 (EC 2) ve srovnání s posouzením dle amerického standardu ACI 318-08. Statický… (more)

Subjects/Keywords: Železobeton; lokálně podepřená deska; sloup; základová patka; mezní stav únosnosti; mezní stav použitelnosti; ČSN EN 1992-1-1; EC 2; ACI 318-08; Reinforced concrete; slab in local supports; column; footing; 1st critical state carrying capacity; 2st critical state serviceability; ČSN EN 1992-1-1; EC 2; ACI 318-08

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APA (6th Edition):

Tesárková, V. (2013). Návrh ŽB konstrukcí dle EC 2 a ACI 318 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29536

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):

Tesárková, Václava. “Návrh ŽB konstrukcí dle EC 2 a ACI 318 .” 2013. Thesis, Brno University of Technology. Accessed November 21, 2019. http://hdl.handle.net/11012/29536.

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

MLA Handbook (7th Edition):

Tesárková, Václava. “Návrh ŽB konstrukcí dle EC 2 a ACI 318 .” 2013. Web. 21 Nov 2019.

Vancouver:

Tesárková V. Návrh ŽB konstrukcí dle EC 2 a ACI 318 . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/11012/29536.

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

Council of Science Editors:

Tesárková V. Návrh ŽB konstrukcí dle EC 2 a ACI 318 . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29536

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


Brno University of Technology

8. Hamrlík, Martin. Porovnání návrhu ŽB konstrukcí podle EN a ACI .

Degree: 2015, Brno University of Technology

 Diplomová práce je zaměřena na posudek administrativní budovy z pohledu dvou různých norem a porovnání jejich přístupů. Těmito normami je aktuálně platná evropská norma ČSN… (more)

Subjects/Keywords: Železobetonová konstrukce; železobeton; ocelová výztuž; sloup; lokálně podepřená deska; schodiště; mezní stav únosnosti; ČSN EN 1992-1-1; EC 2; ACI 318-11; ETA 13/0151; American concrete institute; SCIA; Advance Concrete; Peikko; smykové trny; Reinforced concrete structure; reinforced concrete; reinforcing steel; column; slab in local supports; stairs; 1 st critical state carrying capacity; ČSN EN 1992-1-1; EC2; ACI 318-11; ETA 13/0151; American concrete institute; SCIA; Advance concrete; Peikko; reinforcing studs

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APA (6th Edition):

Hamrlík, M. (2015). Porovnání návrhu ŽB konstrukcí podle EN a ACI . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37535

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):

Hamrlík, Martin. “Porovnání návrhu ŽB konstrukcí podle EN a ACI .” 2015. Thesis, Brno University of Technology. Accessed November 21, 2019. http://hdl.handle.net/11012/37535.

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

MLA Handbook (7th Edition):

Hamrlík, Martin. “Porovnání návrhu ŽB konstrukcí podle EN a ACI .” 2015. Web. 21 Nov 2019.

Vancouver:

Hamrlík M. Porovnání návrhu ŽB konstrukcí podle EN a ACI . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/11012/37535.

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

Council of Science Editors:

Hamrlík M. Porovnání návrhu ŽB konstrukcí podle EN a ACI . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37535

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

9. Celal, Mahmut Sami. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.

Degree: Civil Engineering, 2012, University of Manitoba

 Shear strength of precast/prestressed hollow-core (PHC) slabs subjected to concentrated or line loads, especially near supports, may be critical and usually is the governing criteria… (more)

Subjects/Keywords: hollow-core slabs; shear capacity of prestressed members; web-shear resistance; FEM by ANSYS; factors affecting shear resistance; shear analysis by CSA A23.3-04; shear analysis by ACI 318-08; shear analysis by DIN EN 1168-08; full-scale testing of hollow-cores

…design codes (CSA A23.3-04, ACI 318-08, EC2 2004, EN 1992-1-1-05, and EN 1168-08). In… …according to provisions of the three codes CSA A23.3-04, ACI 318-08 and EN 1992-1-1-05), were… …failed at 61% of the shear capacity predicted by ACI 318-05 (had same shear design… …expressions as current ACI 318-08) while other specimens from a second supplier failed at 91… …capacity of PHC slabs thicker than 300 mm and also found that ACI 318-05 code equations for web… 

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APA (6th Edition):

Celal, M. S. (2012). Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/5077

Chicago Manual of Style (16th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Masters Thesis, University of Manitoba. Accessed November 21, 2019. http://hdl.handle.net/1993/5077.

MLA Handbook (7th Edition):

Celal, Mahmut Sami. “Shear Behaviour of Precast/Prestressed Hollow-Core Slabs.” 2012. Web. 21 Nov 2019.

Vancouver:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Internet] [Masters thesis]. University of Manitoba; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1993/5077.

Council of Science Editors:

Celal MS. Shear Behaviour of Precast/Prestressed Hollow-Core Slabs. [Masters Thesis]. University of Manitoba; 2012. Available from: http://hdl.handle.net/1993/5077

.