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You searched for subject:(creep of concrete). Showing records 1 – 20 of 20 total matches.

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RMIT University

1. Ling, X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.

Degree: 2015, RMIT University

 The demand for concrete as a construction material has increased due to its durability and low cost, the growth of the world’s population and the… (more)

Subjects/Keywords: Fields of Research; High-volume fly ash concrete; Concrete mix design; Creep and shrinkage; Short-term properties of concrete

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

APA (6th Edition):

Ling, X. (2015). Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. (Thesis). RMIT University. Retrieved from http://researchbank.rmit.edu.au/view/rmit:161589

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):

Ling, X. “Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.” 2015. Thesis, RMIT University. Accessed October 21, 2020. http://researchbank.rmit.edu.au/view/rmit:161589.

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

MLA Handbook (7th Edition):

Ling, X. “Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete.” 2015. Web. 21 Oct 2020.

Vancouver:

Ling X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. [Internet] [Thesis]. RMIT University; 2015. [cited 2020 Oct 21]. Available from: http://researchbank.rmit.edu.au/view/rmit:161589.

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

Council of Science Editors:

Ling X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. [Thesis]. RMIT University; 2015. Available from: http://researchbank.rmit.edu.au/view/rmit:161589

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


KTH

2. Persson, Anna. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.

Degree: Building Technology and Design, 2013, KTH

Vid stabilisering av betongstommar är det komplicerat att välja en korrekt elasticitetsmodul. Detta då stommens laster verkar under både kort och lång tid. I… (more)

Subjects/Keywords: concrete; modulus of elasticity; structural stability; creep coefficient; strength; betong; elasticitetsmodul; stomstabilisering; kryptal; hållfasthet

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APA (6th Edition):

Persson, A. (2013). Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745

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):

Persson, Anna. “Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.” 2013. Thesis, KTH. Accessed October 21, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745.

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

MLA Handbook (7th Edition):

Persson, Anna. “Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast.” 2013. Web. 21 Oct 2020.

Vancouver:

Persson A. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. [Internet] [Thesis]. KTH; 2013. [cited 2020 Oct 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745.

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

Council of Science Editors:

Persson A. Stabilisering av betongstommar : Beräkning av en ekvivalent beräkningsmodul med hänsyn till samverkande kort- och långtidslast. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125745

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


University of Texas – Austin

3. -5454-6584. Short-term and time-dependent stresses in precast network arches.

Degree: PhD, Civil engineering, 2015, University of Texas – Austin

 Due to their structural efficiency and architectural elegance, concrete arches have long been used in bridge applications. However, the construction of concrete arches requires significant… (more)

Subjects/Keywords: Structural health monitoring; Accelerated bridge construction; Precast; Prestressed concrete; Time-dependent behavior of concrete; Creep; Arch bridge

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APA (6th Edition):

-5454-6584. (2015). Short-term and time-dependent stresses in precast network arches. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31351

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Doctoral Dissertation, University of Texas – Austin. Accessed October 21, 2020. http://hdl.handle.net/2152/31351.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-5454-6584. “Short-term and time-dependent stresses in precast network arches.” 2015. Web. 21 Oct 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2015. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/2152/31351.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-5454-6584. Short-term and time-dependent stresses in precast network arches. [Doctoral Dissertation]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31351

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


University of Florida

4. Davis, Todd M. Sustained Load Performance of Adhesive Anchor Systems in Concrete.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2012, University of Florida

 Stemming from a tragic failure of an adhesive anchor system, this research project investigated the sustained load performance of adhesive anchors in concrete under different… (more)

Subjects/Keywords: Adhesives; Concretes; Creep tests; Diameters; Load tests; Shear stress; Specimens; Steels; Stress ratio; Stress tests; adhesive  – anchor  – concrete  – creep  – sustained; City of Gainesville ( local )

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APA (6th Edition):

Davis, T. M. (2012). Sustained Load Performance of Adhesive Anchor Systems in Concrete. (Doctoral Dissertation). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0044501

Chicago Manual of Style (16th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Doctoral Dissertation, University of Florida. Accessed October 21, 2020. https://ufdc.ufl.edu/UFE0044501.

MLA Handbook (7th Edition):

Davis, Todd M. “Sustained Load Performance of Adhesive Anchor Systems in Concrete.” 2012. Web. 21 Oct 2020.

Vancouver:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Internet] [Doctoral dissertation]. University of Florida; 2012. [cited 2020 Oct 21]. Available from: https://ufdc.ufl.edu/UFE0044501.

Council of Science Editors:

Davis TM. Sustained Load Performance of Adhesive Anchor Systems in Concrete. [Doctoral Dissertation]. University of Florida; 2012. Available from: https://ufdc.ufl.edu/UFE0044501


Penn State University

5. Swartz, Brian D. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .

Degree: 2010, Penn State University

 The increasing use of high strength concrete in pretensioned concrete bridge girders drove the development of new prestress loss provisions that were introduced to the… (more)

Subjects/Keywords: prestressed concrete; time-dependent analysis; Loss of prestress; creep; shrinkage

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APA (6th Edition):

Swartz, B. D. (2010). Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/10490

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):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .” 2010. Thesis, Penn State University. Accessed October 21, 2020. https://submit-etda.libraries.psu.edu/catalog/10490.

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

MLA Handbook (7th Edition):

Swartz, Brian D. “Time-Dependent Analysis of Pretensioned Concrete Bridge Girders .” 2010. Web. 21 Oct 2020.

Vancouver:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . [Internet] [Thesis]. Penn State University; 2010. [cited 2020 Oct 21]. Available from: https://submit-etda.libraries.psu.edu/catalog/10490.

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

Council of Science Editors:

Swartz BD. Time-Dependent Analysis of Pretensioned Concrete Bridge Girders . [Thesis]. Penn State University; 2010. Available from: https://submit-etda.libraries.psu.edu/catalog/10490

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


Brno University of Technology

6. Macková, Lucie. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.

Degree: 2018, Brno University of Technology

 Bachelor’s thesis processes methodology of calculating the deflection according to norm EN 1992-1. First of all it deals with the theory necessary to understand the… (more)

Subjects/Keywords: Eurokód; mezní stavy; průhyb; ideální průřez; porušení trhlinou; dotvarování betonu; smršťování betonu; křivost; tuhost.; Eurocode; limit states; deflection; ideal section; cracking; creep of concrete; shrinkage; curvature; rigidity.

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APA (6th Edition):

Macková, L. (2018). Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/9446

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):

Macková, Lucie. “Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.” 2018. Thesis, Brno University of Technology. Accessed October 21, 2020. http://hdl.handle.net/11012/9446.

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

MLA Handbook (7th Edition):

Macková, Lucie. “Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure.” 2018. Web. 21 Oct 2020.

Vancouver:

Macková L. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/11012/9446.

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

Council of Science Editors:

Macková L. Návrh jednoduché inženýrské konstrukce: Design of simple engineering structure. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/9446

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


Vilnius Gediminas Technical University

7. Marcinkevičius, Tomas. Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė.

Degree: Master, Civil Enginering, 2014, Vilnius Gediminas Technical University

Betono senėjimo koeficientas – tai pagrindinis rodiklis, kuris įvertina betono įtempių kitimą per laiką prognozuojant gežbetoninių elementų įlinkius, įtemptojo gelžbetonio armatūros nuostolius dėl betono valkšnumo… (more)

Subjects/Keywords: Betono senėjimo koeficientas; Betono valkšnumo deformacijos; Vidutinių ekvivalentinių įtempių ir deformacijų metodas (ASSA); Empirinės senėjimo koeficiento formulės; Concrete coefficient of aging; Concrete creep strain; An average strain stress approach (ASSA); Empirical formula of coefficient of aging

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APA (6th Edition):

Marcinkevičius, T. (2014). Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140625_145725-92860 ;

Chicago Manual of Style (16th Edition):

Marcinkevičius, Tomas. “Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė.” 2014. Masters Thesis, Vilnius Gediminas Technical University. Accessed October 21, 2020. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140625_145725-92860 ;.

MLA Handbook (7th Edition):

Marcinkevičius, Tomas. “Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė.” 2014. Web. 21 Oct 2020.

Vancouver:

Marcinkevičius T. Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2014. [cited 2020 Oct 21]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140625_145725-92860 ;.

Council of Science Editors:

Marcinkevičius T. Betono senėjimo koeficiento, prognozuojant valkšnumo deformacijas, lyginamoji analizė. [Masters Thesis]. Vilnius Gediminas Technical University; 2014. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140625_145725-92860 ;

8. Tej Petr. Integrované mosty .

Degree: 2012, Czech University of Technology

 Dissertation is focused on integral bridges, particularly on their transition areas, where interaction raises between the bridge structure and surrounding soil body. The work consists… (more)

Subjects/Keywords: Integrované mosty; přechodová oblast; dotvarování betonu; smršťování betonu; zemní tlaky; zásyp; přechodová deska; podpěra; zemní těleso; Integral bridges; transition zore; creep of concrete; shrinkage of concrete; Earth pressures backfill; transition slab; support; soil structure

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APA (6th Edition):

Petr, T. (2012). Integrované mosty . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/9643

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):

Petr, Tej. “Integrované mosty .” 2012. Thesis, Czech University of Technology. Accessed October 21, 2020. http://hdl.handle.net/10467/9643.

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

MLA Handbook (7th Edition):

Petr, Tej. “Integrované mosty .” 2012. Web. 21 Oct 2020.

Vancouver:

Petr T. Integrované mosty . [Internet] [Thesis]. Czech University of Technology; 2012. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/10467/9643.

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

Council of Science Editors:

Petr T. Integrované mosty . [Thesis]. Czech University of Technology; 2012. Available from: http://hdl.handle.net/10467/9643

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


Brno University of Technology

9. Machačová, Denisa. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.

Degree: 2018, Brno University of Technology

 The topic of bachelor thesis is to evaluate experimentally observed volume changes of selected specimens of cement composites in the early stages of solidification and… (more)

Subjects/Keywords: smršťování; dotvarování; obyčejný beton; lehký beton; délkové přetvoření; poměrné posunutí; rané stádium tuhnutí a tvrdnutí; aproximace; shrinkage; creep; ordinary concrete; lightweight concrete; longitudinal strain; the relative displacement; early stages of solidification and hardening; approximation

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APA (6th Edition):

Machačová, D. (2018). Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15428

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):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.” 2018. Thesis, Brno University of Technology. Accessed October 21, 2020. http://hdl.handle.net/11012/15428.

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

MLA Handbook (7th Edition):

Machačová, Denisa. “Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation.” 2018. Web. 21 Oct 2020.

Vancouver:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/11012/15428.

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

Council of Science Editors:

Machačová D. Objemové změny vybraných cementových kompozitů: vyhodnocení experimentů: Volume changes of selected cementitious composites: tests evaluation. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/15428

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


Brno University of Technology

10. Kollárik, Adrián. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.

Degree: 2020, Brno University of Technology

 The thesis deals with design and assessment of all supporting parts of cast-in-place reinforced concrete tank. The thesis includes a technical report, static analysis, drawing… (more)

Subjects/Keywords: Vodná nádrž; železobetón; stropná doska; steny; základová doska; zaťaženie; dimenzovanie; priehyb; trhliny; napätie; dotvarovanie betónu; zmršťovanie; výstuž; Water tank; reinforced concrete; floor slab; walls; foundation slab; load; design of structures; deflection; cracks; stress; concrete creep; shrinkage; reinforcement

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

APA (6th Edition):

Kollárik, A. (2020). Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/184271

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):

Kollárik, Adrián. “Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.” 2020. Thesis, Brno University of Technology. Accessed October 21, 2020. http://hdl.handle.net/11012/184271.

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

MLA Handbook (7th Edition):

Kollárik, Adrián. “Monolitická železobetonová nádrž: Monolithic reinforced concrete tank.” 2020. Web. 21 Oct 2020.

Vancouver:

Kollárik A. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/11012/184271.

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

Council of Science Editors:

Kollárik A. Monolitická železobetonová nádrž: Monolithic reinforced concrete tank. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/184271

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


Brno University of Technology

11. Nani, Pavel. Most nad potokem Bystrice: Bridge across Bystrica creek.

Degree: 2019, Brno University of Technology

 The subject of my diploma thesis is a detailed static calculation of the post-tensioned concrete road bridge across Bystrica creek near Banska Bystrica in Slovakia.… (more)

Subjects/Keywords: trámový most; spojitý nosník; vliv výstavby; vliv modelování; mezní stav použitelnosti; mezní stav únosnosti; kroucení; zatížení; dodatečné předpětí; fázovaná výstavba; dotvarování betonu; smršťování betonu; časově závislá analýza; T-průřez; beam bridge; continuous bridge; effect of stage; effect of modelling; service limit state; ultimate limit state; torsion; load; post-tensioned; stage construction; creep of concrete; shrinkage of concrete; time dependent analysis; T-section

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APA (6th Edition):

Nani, P. (2019). Most nad potokem Bystrice: Bridge across Bystrica creek. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/38052

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):

Nani, Pavel. “Most nad potokem Bystrice: Bridge across Bystrica creek.” 2019. Thesis, Brno University of Technology. Accessed October 21, 2020. http://hdl.handle.net/11012/38052.

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

MLA Handbook (7th Edition):

Nani, Pavel. “Most nad potokem Bystrice: Bridge across Bystrica creek.” 2019. Web. 21 Oct 2020.

Vancouver:

Nani P. Most nad potokem Bystrice: Bridge across Bystrica creek. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/11012/38052.

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

Council of Science Editors:

Nani P. Most nad potokem Bystrice: Bridge across Bystrica creek. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/38052

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


New Jersey Institute of Technology

12. Gu, Song. Bi-axially loaded slender reinforced concrete columns subjected to sustained loads.

Degree: PhD, Civil and Environmental Engineering, 2002, New Jersey Institute of Technology

  A generalized analytical approach is presented in this research to predict the behavior both of slender and short reinforced concrete columns under sustained biaxial… (more)

Subjects/Keywords: Creep buckling; Stability analysis of sustained loads; Time-dependant behaviors of concrete long columns; Uniaxial-bending loads; Civil Engineering

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APA (6th Edition):

Gu, S. (2002). Bi-axially loaded slender reinforced concrete columns subjected to sustained loads. (Doctoral Dissertation). New Jersey Institute of Technology. Retrieved from https://digitalcommons.njit.edu/dissertations/528

Chicago Manual of Style (16th Edition):

Gu, Song. “Bi-axially loaded slender reinforced concrete columns subjected to sustained loads.” 2002. Doctoral Dissertation, New Jersey Institute of Technology. Accessed October 21, 2020. https://digitalcommons.njit.edu/dissertations/528.

MLA Handbook (7th Edition):

Gu, Song. “Bi-axially loaded slender reinforced concrete columns subjected to sustained loads.” 2002. Web. 21 Oct 2020.

Vancouver:

Gu S. Bi-axially loaded slender reinforced concrete columns subjected to sustained loads. [Internet] [Doctoral dissertation]. New Jersey Institute of Technology; 2002. [cited 2020 Oct 21]. Available from: https://digitalcommons.njit.edu/dissertations/528.

Council of Science Editors:

Gu S. Bi-axially loaded slender reinforced concrete columns subjected to sustained loads. [Doctoral Dissertation]. New Jersey Institute of Technology; 2002. Available from: https://digitalcommons.njit.edu/dissertations/528

13. Elaghoury, Ziad. Long-Term Deflections of Reinforced Concrete Beams.

Degree: 2019, University of Western Ontario

 The CSA A23.3 code provisions compute the long-term deflection of reinforced concrete flexural members by applying a multiplier to the short-term deflection, essentially ignoring the… (more)

Subjects/Keywords: Reinforced concrete; Long-term deflection; Time-dependent analysis of concrete; Concrete creep; Concrete shrinkage Short-term deflection; Bischoff’s Equation; Effective moment of inertia; Sustained loads; Structural Engineering

…regression coefficient, a function of ρ Ct CAC Concrete Design Handbook Creep Coefficient c… …effects of creep and shrinkage of concrete. Both creep and shrinkage are intrinsic material… …multiplier ignores the creep and shrinkage characteristics of concrete and is therefore… …an overview of the factors that influence the creep and shrinkage of concrete as well as… …aggregates has been shown to play an important role in reducing shrinkage and creep of concrete… 

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

APA (6th Edition):

Elaghoury, Z. (2019). Long-Term Deflections of Reinforced Concrete Beams. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/6496

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):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Thesis, University of Western Ontario. Accessed October 21, 2020. https://ir.lib.uwo.ca/etd/6496.

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

MLA Handbook (7th Edition):

Elaghoury, Ziad. “Long-Term Deflections of Reinforced Concrete Beams.” 2019. Web. 21 Oct 2020.

Vancouver:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2020 Oct 21]. Available from: https://ir.lib.uwo.ca/etd/6496.

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

Council of Science Editors:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Thesis]. University of Western Ontario; 2019. Available from: https://ir.lib.uwo.ca/etd/6496

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


Brno University of Technology

14. Bartulíková, Radka. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.

Degree: 2018, Brno University of Technology

 Master's thesis deals with influence of various factors on the concrete compressive strength and modulus of elasticity. This work concentrates mainly on the influence of… (more)

Subjects/Keywords: Pevnost betonu v tlaku; modul pružnosti betonu; dynamický modul pružnosti; statický modul pružnosti; rezonanční metoda; ultrazvuková impulzová metoda; stáří betonu; způsob ošetřování; provzdušnění betonu; dotvarování; Model B3; ČSN EN 1992-1-1 Eurokód 2; CEB - FIP Model Code 1990; Concrete compressive strength; modulus of elasticity of concrete; dynamic modulus; static modulus; the resonance method; ultrasonic impulse method; concrete age; curing conditions; aerated concrete; creep; Model B3; ČSN EN 1992-1-1 Eurocode 2; CEB - FIP Model Code 1990

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

APA (6th Edition):

Bartulíková, R. (2018). Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29955

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):

Bartulíková, Radka. “Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.” 2018. Thesis, Brno University of Technology. Accessed October 21, 2020. http://hdl.handle.net/11012/29955.

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

MLA Handbook (7th Edition):

Bartulíková, Radka. “Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete.” 2018. Web. 21 Oct 2020.

Vancouver:

Bartulíková R. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/11012/29955.

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

Council of Science Editors:

Bartulíková R. Vliv provzdušnění a ošetřování na vývoj modulu pružnosti betonu: Influence of Air Entrainment and Curing on Development of Elastic Modulus of Concrete. [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/29955

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


University of Florida

15. Richardson, Joseph Melvin, 1944-. Long term deformations of concrete made with Florida aggregates.

Degree: 1985, University of Florida

Subjects/Keywords: Cements; Compressive strength; Construction aggregate; Copyrights; Cylinders; Modeling; Relative humidity; Specimens; Storage conditions; Tensile creep; Aggregates (Building materials)  – Florida; Civil Engineering thesis Ph. D; Concrete  – Creep; Concrete  – Expansion and contraction; City of Miami ( local )

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

APA (6th Edition):

Richardson, Joseph Melvin, 1. (1985). Long term deformations of concrete made with Florida aggregates. (Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/AA00047156

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):

Richardson, Joseph Melvin, 1944-. “Long term deformations of concrete made with Florida aggregates.” 1985. Thesis, University of Florida. Accessed October 21, 2020. https://ufdc.ufl.edu/AA00047156.

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

MLA Handbook (7th Edition):

Richardson, Joseph Melvin, 1944-. “Long term deformations of concrete made with Florida aggregates.” 1985. Web. 21 Oct 2020.

Vancouver:

Richardson, Joseph Melvin 1. Long term deformations of concrete made with Florida aggregates. [Internet] [Thesis]. University of Florida; 1985. [cited 2020 Oct 21]. Available from: https://ufdc.ufl.edu/AA00047156.

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

Council of Science Editors:

Richardson, Joseph Melvin 1. Long term deformations of concrete made with Florida aggregates. [Thesis]. University of Florida; 1985. Available from: https://ufdc.ufl.edu/AA00047156

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


North Carolina State University

16. Mata, Luis Alexander. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.

Degree: MS, Civil Engineering, 2004, North Carolina State University

 Self-Consolidating Concrete (SCC) was first developed in Japan almost 15 years ago, and it was not until the late 1990's that the U.S precast concrete(more)

Subjects/Keywords: bridge beam; girder; creep; flexural modulus; modulus of elasticity; prestressing; self-consolidating concrete; shrinkage; strength

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APA (6th Edition):

Mata, L. A. (2004). Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/2563

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):

Mata, Luis Alexander. “Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.” 2004. Thesis, North Carolina State University. Accessed October 21, 2020. http://www.lib.ncsu.edu/resolver/1840.16/2563.

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

MLA Handbook (7th Edition):

Mata, Luis Alexander. “Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders.” 2004. Web. 21 Oct 2020.

Vancouver:

Mata LA. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. [Internet] [Thesis]. North Carolina State University; 2004. [cited 2020 Oct 21]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2563.

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

Council of Science Editors:

Mata LA. Implementation of Self-Consolidating Concrete (SCC) for Prestressed Concrete Girders. [Thesis]. North Carolina State University; 2004. Available from: http://www.lib.ncsu.edu/resolver/1840.16/2563

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

17. He, Wenjun. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.

Degree: 2013, Iowa State University

 The long-term camber of prestressed bridge girders is typically over-estimated by current Iowa Department of Transportation (IA DOT) methods at erection (typically 3 month after… (more)

Subjects/Keywords: Creep and shrinkage of high performance concrete; Prediction of long-term camber of prestressed bridge girders; Civil Engineering

…girders, creep and shrinkage tests of concrete using local materials were performed. Seven mixes… …Correlate the creep and shrinkage behavior between concrete specimens and a full size of… …of concrete, elastic shortening, creep strain and shrinkage strain are additive; • A… …of Concrete 2.1.1 Introduction Creep is the time-dependent increase of strain in the… …of concrete Creep in current study is on the creep behavior of concrete under compressive… 

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

APA (6th Edition):

He, W. (2013). Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/13418

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):

He, Wenjun. “Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.” 2013. Thesis, Iowa State University. Accessed October 21, 2020. https://lib.dr.iastate.edu/etd/13418.

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

MLA Handbook (7th Edition):

He, Wenjun. “Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders.” 2013. Web. 21 Oct 2020.

Vancouver:

He W. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. [Internet] [Thesis]. Iowa State University; 2013. [cited 2020 Oct 21]. Available from: https://lib.dr.iastate.edu/etd/13418.

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

Council of Science Editors:

He W. Creep and Shrinkage of High Performance Concrete, and Prediction of Long-Term Camber of Prestressed Bridge Girders. [Thesis]. Iowa State University; 2013. Available from: https://lib.dr.iastate.edu/etd/13418

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


University of Florida

18. Haranki, Boris. Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida.

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

 Title: Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete used in Florida. Name: Boris Haranki Phone: (352)870-5495 email: [email protected] Department: Civil Engineering Supervisory committee… (more)

Subjects/Keywords: Cements; Compressive strength; Construction aggregate; Granite; Modeling; Moduli of elasticity; Proportional limit; Regression analysis; Specimens; Tensile strength; concrete, creep, elasticity, florida, modulus, shrinkage, strength

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

APA (6th Edition):

Haranki, B. (2009). Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida. (Masters Thesis). University of Florida. Retrieved from https://ufdc.ufl.edu/UFE0024506

Chicago Manual of Style (16th Edition):

Haranki, Boris. “Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida.” 2009. Masters Thesis, University of Florida. Accessed October 21, 2020. https://ufdc.ufl.edu/UFE0024506.

MLA Handbook (7th Edition):

Haranki, Boris. “Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida.” 2009. Web. 21 Oct 2020.

Vancouver:

Haranki B. Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2020 Oct 21]. Available from: https://ufdc.ufl.edu/UFE0024506.

Council of Science Editors:

Haranki B. Strength, Modulus of Elasticity, Creep and Shrinkage of Concrete Used in Florida. [Masters Thesis]. University of Florida; 2009. Available from: https://ufdc.ufl.edu/UFE0024506


University of Cincinnati

19. PACK, JULIENNE R. ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES.

Degree: MS, Engineering : Civil Engineering, 2003, University of Cincinnati

 The durability of three types of fiber reinforced polymers (CFRP plate, CFRP fabric, and GFRP fabric) used for strengthening concrete structures was evaluated. Both material… (more)

Subjects/Keywords: Engineering, Civil; externally bonded FRPs; durability of FRPs; CFRP and GFRP bonded to concrete; creep Tg, ILSS, tensile properties; flexural response to conditioned FRPs

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

APA (6th Edition):

PACK, J. R. (2003). ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870996

Chicago Manual of Style (16th Edition):

PACK, JULIENNE R. “ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES.” 2003. Masters Thesis, University of Cincinnati. Accessed October 21, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870996.

MLA Handbook (7th Edition):

PACK, JULIENNE R. “ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES.” 2003. Web. 21 Oct 2020.

Vancouver:

PACK JR. ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES. [Internet] [Masters thesis]. University of Cincinnati; 2003. [cited 2020 Oct 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870996.

Council of Science Editors:

PACK JR. ENVIRONMENTAL DURABILITY EVALUATION OF EXTERNALLY BONDED COMPOSITES. [Masters Thesis]. University of Cincinnati; 2003. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1046870996

20. Κατσάκου, Μάρθα. Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων.

Degree: 2005, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ)

Subjects/Keywords: Ψυχρή επί τόπου ανακύκλωση με τσιμέντο; Φρεζαρισμένο ασφαλτόμιγμα; Αντοχή σε θλίψη; Αντοχή σε εφελκυσμό; Αντοχή σε κάμψη; Μέτρο ελαστικότητας σε θλίψη; Μέτρο ελαστικότητας σε εφελκυσμό; Μέτρο ελαστικότητας σε κάμψη; Ερπυσμός; Κόπωση; Cold in situ recycling with cement; Milled bituminous concrete; Strength; Modulus of elasticity; Creep; Fatigue

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APA (6th Edition):

Κατσάκου, . . (2005). Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων. (Thesis). National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Retrieved from http://hdl.handle.net/10442/hedi/16391

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):

Κατσάκου, Μάρθα. “Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων.” 2005. Thesis, National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ). Accessed October 21, 2020. http://hdl.handle.net/10442/hedi/16391.

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

MLA Handbook (7th Edition):

Κατσάκου, Μάρθα. “Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων.” 2005. Web. 21 Oct 2020.

Vancouver:

Κατσάκου . Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων. [Internet] [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2005. [cited 2020 Oct 21]. Available from: http://hdl.handle.net/10442/hedi/16391.

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

Council of Science Editors:

Κατσάκου . Μηχανικά χαρακτηριστικά ανακυκλώμενων με τσιμέντο αμμοχάλικων και φρεζαρισμένων ασφαλτομιγμάτων. [Thesis]. National Technical University of Athens (NTUA); Εθνικό Μετσόβιο Πολυτεχνείο (ΕΜΠ); 2005. Available from: http://hdl.handle.net/10442/hedi/16391

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

.