Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Concrete shrinkage Short term deflection). Showing records 1 – 30 of 16176 total matches.

[1] [2] [3] [4] [5] … [540]

Search Limiters

Last 2 Years | English Only

Degrees

Languages

Country

▼ Search Limiters


University of New Brunswick

1. Darabi, Mohammadali. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.

Degree: 2011, University of New Brunswick

 Fibre reinforced polymers (FRP’s) are considered an alternative to steel reinforcement in concrete structures because of their noncorrosive nature and nonmagnetic properties. FRP materials are,… (more)

Subjects/Keywords: GFRP; FRP; steel; reinforced concrete; long-term; short-term; deflection; one-way concrete slab; shallow beam; sustained load; creep; shrinkage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Darabi, M. (2011). Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. (Thesis). University of New Brunswick. Retrieved from http://hdl.handle.net/1882/35382

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):

Darabi, Mohammadali. “Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.” 2011. Thesis, University of New Brunswick. Accessed October 19, 2019. http://hdl.handle.net/1882/35382.

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

MLA Handbook (7th Edition):

Darabi, Mohammadali. “Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement.” 2011. Web. 19 Oct 2019.

Vancouver:

Darabi M. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. [Internet] [Thesis]. University of New Brunswick; 2011. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1882/35382.

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

Council of Science Editors:

Darabi M. Long-Term Deflection Of One-Way Concrete Slab Strips Containing Steel And GFRP Reinforcement. [Thesis]. University of New Brunswick; 2011. Available from: http://hdl.handle.net/1882/35382

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


University of Western Ontario

2. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 19, 2019. 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. 19 Oct 2019.

Vancouver:

Elaghoury Z. Long-Term Deflections of Reinforced Concrete Beams. [Internet] [Thesis]. University of Western Ontario; 2019. [cited 2019 Oct 19]. 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


University of Manitoba

3. Singh, Mahendra. Long term and short term deflection of GFRP prestressed concrete slabs.

Degree: Civil Engineering, 2014, University of Manitoba

 This thesis investigates the performance of GFRP pretensioned concrete slabs and compares their flexural behaviour with GFRP reinforced and steel prestressed concrete slabs. A total… (more)

Subjects/Keywords: GFRP; prestressed concrete; glass fiber-reinforced polymer; long-term; short-term; deflection; time-dependent behaviour; serviceability; flexural; Age Adjusted Effective Modulus Method; creep; shrinkage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Singh, M. (2014). Long term and short term deflection of GFRP prestressed concrete slabs. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23654

Chicago Manual of Style (16th Edition):

Singh, Mahendra. “Long term and short term deflection of GFRP prestressed concrete slabs.” 2014. Masters Thesis, University of Manitoba. Accessed October 19, 2019. http://hdl.handle.net/1993/23654.

MLA Handbook (7th Edition):

Singh, Mahendra. “Long term and short term deflection of GFRP prestressed concrete slabs.” 2014. Web. 19 Oct 2019.

Vancouver:

Singh M. Long term and short term deflection of GFRP prestressed concrete slabs. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1993/23654.

Council of Science Editors:

Singh M. Long term and short term deflection of GFRP prestressed concrete slabs. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23654


RMIT University

4. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 19, 2019. 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. 19 Oct 2019.

Vancouver:

Ling X. Optimising short-term and long-term properties of high-volume fly ash (HVFA) concrete. [Internet] [Thesis]. RMIT University; 2015. [cited 2019 Oct 19]. 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


Vilnius Gediminas Technical University

5. Sokolov, Aleksandr. Tension stiffening model for reinforced concrete beams.

Degree: Dissertation, Civil Enginering, 2010, Vilnius Gediminas Technical University

Modelling behaviour of cracked tensile concrete is a complicated issue. Due to bond with reinforcement, the cracked concrete between cracks carries a certain amount of… (more)

Subjects/Keywords: Reinforced concrete beams; Tension stiffening; Shrinkage; Experimental tests; Short-term loading; Gelžbetonines sijos; Tempimo sustandėjimas; Susitraukimas; Eksperimentiniai tyrimai; Trumpalaikė apkrova

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sokolov, Aleksandr. (2010). Tension stiffening model for reinforced concrete beams. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110628-45999 ;

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

Chicago Manual of Style (16th Edition):

Sokolov, Aleksandr. “Tension stiffening model for reinforced concrete beams.” 2010. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed October 19, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110628-45999 ;.

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

MLA Handbook (7th Edition):

Sokolov, Aleksandr. “Tension stiffening model for reinforced concrete beams.” 2010. Web. 19 Oct 2019.

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

Vancouver:

Sokolov, Aleksandr. Tension stiffening model for reinforced concrete beams. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2010. [cited 2019 Oct 19]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110628-45999 ;.

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

Council of Science Editors:

Sokolov, Aleksandr. Tension stiffening model for reinforced concrete beams. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110628-45999 ;

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


Vilnius Gediminas Technical University

6. Sokolov, Aleksandr. Gelžbetoninių sijų tempimo sustandėjimo modelis.

Degree: PhD, Civil Enginering, 2010, Vilnius Gediminas Technical University

Gelžbetonis yra kompozitinė medžiaga, kurios komponentai yra betonas ir plieninė armatūra. Kaip žinoma, betono stipris tempiant yra 1020 kartų mažesnis nei stipris gniuždant. Atrodytų, kad… (more)

Subjects/Keywords: Tempimo sustandėjimas; Susutraukimas; Trumpalaikė apkrova; Gelžbetonines sijos; Eksperimentiniai tyrimai; Tension stiffening; Shrinkage; Short-term loading; Reinforced concrete beams; Experimental tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sokolov, Aleksandr. (2010). Gelžbetoninių sijų tempimo sustandėjimo modelis. (Doctoral Dissertation). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110636-00425 ;

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

Chicago Manual of Style (16th Edition):

Sokolov, Aleksandr. “Gelžbetoninių sijų tempimo sustandėjimo modelis.” 2010. Doctoral Dissertation, Vilnius Gediminas Technical University. Accessed October 19, 2019. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110636-00425 ;.

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

MLA Handbook (7th Edition):

Sokolov, Aleksandr. “Gelžbetoninių sijų tempimo sustandėjimo modelis.” 2010. Web. 19 Oct 2019.

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

Vancouver:

Sokolov, Aleksandr. Gelžbetoninių sijų tempimo sustandėjimo modelis. [Internet] [Doctoral dissertation]. Vilnius Gediminas Technical University; 2010. [cited 2019 Oct 19]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110636-00425 ;.

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

Council of Science Editors:

Sokolov, Aleksandr. Gelžbetoninių sijų tempimo sustandėjimo modelis. [Doctoral Dissertation]. Vilnius Gediminas Technical University; 2010. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2010~D_20100803_110636-00425 ;

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


University of Notre Dame

7. Adam Knaack. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.

Degree: PhD, Civil and Environmental Engineering and Earth Sciences, 2013, University of Notre Dame

  The use of recycled concrete aggregate (RCA) in the U.S. has mostly been limited to non-structural applications such as roadway sub-base. To advance this… (more)

Subjects/Keywords: Structural Behavior; Concrete; Creep; Shrinkage; Recycled Concrete Aggregate; Sustainability; Time-Dependent Deflection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Knaack, A. (2013). Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/bk128912n6w

Chicago Manual of Style (16th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Doctoral Dissertation, University of Notre Dame. Accessed October 19, 2019. https://curate.nd.edu/show/bk128912n6w.

MLA Handbook (7th Edition):

Knaack, Adam. “Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>.” 2013. Web. 19 Oct 2019.

Vancouver:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2013. [cited 2019 Oct 19]. Available from: https://curate.nd.edu/show/bk128912n6w.

Council of Science Editors:

Knaack A. Sustainable Concrete Structures using Recycled Concrete Aggregate: Short-Term and Long-Term Behavior Considering Material Variability</h1>. [Doctoral Dissertation]. University of Notre Dame; 2013. Available from: https://curate.nd.edu/show/bk128912n6w


University of Sydney

8. Doan, Trung Van. Long-term Deformations in Prestressed Concrete Box Girder Bridges .

Degree: 2014, University of Sydney

 Long-span prestressed concrete box girder bridges are very sensitive to creep and shrinkage which may induce large deflection effects. Designers tend to rely on the… (more)

Subjects/Keywords: creep; shrinkage; deflection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Doan, T. V. (2014). Long-term Deformations in Prestressed Concrete Box Girder Bridges . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/12836

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):

Doan, Trung Van. “Long-term Deformations in Prestressed Concrete Box Girder Bridges .” 2014. Thesis, University of Sydney. Accessed October 19, 2019. http://hdl.handle.net/2123/12836.

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

MLA Handbook (7th Edition):

Doan, Trung Van. “Long-term Deformations in Prestressed Concrete Box Girder Bridges .” 2014. Web. 19 Oct 2019.

Vancouver:

Doan TV. Long-term Deformations in Prestressed Concrete Box Girder Bridges . [Internet] [Thesis]. University of Sydney; 2014. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/2123/12836.

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

Council of Science Editors:

Doan TV. Long-term Deformations in Prestressed Concrete Box Girder Bridges . [Thesis]. University of Sydney; 2014. Available from: http://hdl.handle.net/2123/12836

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


University of Adelaide

9. Hasan, Noor Md. Sadiqul. Time dependent flexural analysis of reinforced concrete members.

Degree: 2016, University of Adelaide

Concrete is one of the most widely used building materials in the construction industry in the world. Time dependent behaviour of concrete is the major… (more)

Subjects/Keywords: reinforced concrete beams; deflection; concrete shrinkage; concrete creep; partial interaction mechanics; segmental approach; Research by Publication

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hasan, N. M. S. (2016). Time dependent flexural analysis of reinforced concrete members. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/103968

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):

Hasan, Noor Md Sadiqul. “Time dependent flexural analysis of reinforced concrete members.” 2016. Thesis, University of Adelaide. Accessed October 19, 2019. http://hdl.handle.net/2440/103968.

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

MLA Handbook (7th Edition):

Hasan, Noor Md Sadiqul. “Time dependent flexural analysis of reinforced concrete members.” 2016. Web. 19 Oct 2019.

Vancouver:

Hasan NMS. Time dependent flexural analysis of reinforced concrete members. [Internet] [Thesis]. University of Adelaide; 2016. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/2440/103968.

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

Council of Science Editors:

Hasan NMS. Time dependent flexural analysis of reinforced concrete members. [Thesis]. University of Adelaide; 2016. Available from: http://hdl.handle.net/2440/103968

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


Univerzitet u Beogradu

10. Pecić, Nenad P., 1963-. Унапређење методологије контроле угиба армиранобетонских конструкција.

Degree: Građevinski fakultet, 2014, Univerzitet u Beogradu

Грађевинарство и геодезија-Бетонске конструкције / Civil engineering-Concrete structures

Напредак у развоју алата за пројектовање грађевонских конструкција није пратила одговарајуће подршка у области провере деформација армирано-бетонских елемената...

Advisors/Committee Members: Marinković, Snežana. 1962-.

Subjects/Keywords: reinforced concrete; deflection; long-term; Eurocode 2; redistribution

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pecić, Nenad P., 1. (2014). Унапређење методологије контроле угиба армиранобетонских конструкција. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get

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):

Pecić, Nenad P., 1963-. “Унапређење методологије контроле угиба армиранобетонских конструкција.” 2014. Thesis, Univerzitet u Beogradu. Accessed October 19, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get.

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

MLA Handbook (7th Edition):

Pecić, Nenad P., 1963-. “Унапређење методологије контроле угиба армиранобетонских конструкција.” 2014. Web. 19 Oct 2019.

Vancouver:

Pecić, Nenad P. 1. Унапређење методологије контроле угиба армиранобетонских конструкција. [Internet] [Thesis]. Univerzitet u Beogradu; 2014. [cited 2019 Oct 19]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get.

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

Council of Science Editors:

Pecić, Nenad P. 1. Унапређење методологије контроле угиба армиранобетонских конструкција. [Thesis]. Univerzitet u Beogradu; 2014. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get

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


Virginia Tech

11. Kim, Seunghwan. Creep and Shrinkage Effects on Steel-Concrete Composite Beams.

Degree: MS, Civil and Environmental Engineering, 2014, Virginia Tech

 Predicting the long-term behavior of steel-concrete composite structures is a very complex systems problem, both because obtaining reliable information on material properties related to creep… (more)

Subjects/Keywords: Creep and Shrinkage; Steel-Concrete Composite Beams; Time-dependent Behaviors; Long-term Deflections

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kim, S. (2014). Creep and Shrinkage Effects on Steel-Concrete Composite Beams. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/48427

Chicago Manual of Style (16th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Masters Thesis, Virginia Tech. Accessed October 19, 2019. http://hdl.handle.net/10919/48427.

MLA Handbook (7th Edition):

Kim, Seunghwan. “Creep and Shrinkage Effects on Steel-Concrete Composite Beams.” 2014. Web. 19 Oct 2019.

Vancouver:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Internet] [Masters thesis]. Virginia Tech; 2014. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10919/48427.

Council of Science Editors:

Kim S. Creep and Shrinkage Effects on Steel-Concrete Composite Beams. [Masters Thesis]. Virginia Tech; 2014. Available from: http://hdl.handle.net/10919/48427


University of Toronto

12. Chen, Cathy Hsiang-. Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks.

Degree: 2013, University of Toronto

Transverse cracking in bridge decks has been found to be a rising problem for slab-on-girder bridges. In response to the concern, this research examined the… (more)

Subjects/Keywords: bridge; concrete; deck slab; CPCI; shrinkage; long term effect; cracking; crack width; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Chen, C. H. (2013). Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/35112

Chicago Manual of Style (16th Edition):

Chen, Cathy Hsiang-. “Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks.” 2013. Masters Thesis, University of Toronto. Accessed October 19, 2019. http://hdl.handle.net/1807/35112.

MLA Handbook (7th Edition):

Chen, Cathy Hsiang-. “Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks.” 2013. Web. 19 Oct 2019.

Vancouver:

Chen CH. Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1807/35112.

Council of Science Editors:

Chen CH. Control of Time-dependent Transverse Cracking in Reinforced Concrete Bridge Decks. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/35112


Univerzitet u Beogradu

13. Ignjatović, Ivan, 1979-. Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom.

Degree: Građevinski fakultet, 2015, Univerzitet u Beogradu

Građevinarstvo-betonske konstrukcije / Civil Engineering-Concrete structures

Recikliranje betonskog otpada je jedno od održivih rešenja za rastuće probleme sa deponijama građevinskog otpada i nekontrolisano iskorišćavanje prirodnih… (more)

Subjects/Keywords: recycled aggregate concrete; reinforced concrete beams; flexure; shear; short-term loading; experimental investigation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ignjatović, Ivan, 1. (2015). Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:8676/bdef:Content/get

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):

Ignjatović, Ivan, 1979-. “Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom.” 2015. Thesis, Univerzitet u Beogradu. Accessed October 19, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:8676/bdef:Content/get.

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

MLA Handbook (7th Edition):

Ignjatović, Ivan, 1979-. “Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom.” 2015. Web. 19 Oct 2019.

Vancouver:

Ignjatović, Ivan 1. Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom. [Internet] [Thesis]. Univerzitet u Beogradu; 2015. [cited 2019 Oct 19]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:8676/bdef:Content/get.

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

Council of Science Editors:

Ignjatović, Ivan 1. Granična nosivost armiranobetonskih grednih nosača od betona sa recikliranim agregatom. [Thesis]. Univerzitet u Beogradu; 2015. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:8676/bdef:Content/get

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


Universidade do Rio Grande do Sul

14. Simonetti, Camila. Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis.

Degree: 2008, Universidade do Rio Grande do Sul

A consolidação das técnicas de dosagem e fabricação de concretos auto-adensáveis com reduzida relação a/c pode ser considerada como um dos desenvolvimentos mais impactantes da… (more)

Subjects/Keywords: Self-compacting concrete; Concreto auto-adensável; Vigas de concreto armado; Creep; Elementos finitos; Beams; Long-term deflection

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Simonetti, C. (2008). Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/15722

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):

Simonetti, Camila. “Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis.” 2008. Thesis, Universidade do Rio Grande do Sul. Accessed October 19, 2019. http://hdl.handle.net/10183/15722.

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

MLA Handbook (7th Edition):

Simonetti, Camila. “Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis.” 2008. Web. 19 Oct 2019.

Vancouver:

Simonetti C. Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2008. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10183/15722.

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

Council of Science Editors:

Simonetti C. Análise teórico-experimental da deformação instantânea e lenta de vigas de concretos auto-adensáveis. [Thesis]. Universidade do Rio Grande do Sul; 2008. Available from: http://hdl.handle.net/10183/15722

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

15. Pecić Nenad. Improved method for deflection control of reinforced concrete structures.

Degree: PhD, Civil Engineering, 2013, University of Belgrade

 Development of design tools for reinforced concrete is not followed with convenient procedures for the deflection check. Most of the software using finite element calculation… (more)

Subjects/Keywords: reinforced concrete; deflection; long-term; Eurocode 2; redistribution; armirani beton; ugib; dugotrajno opterećanje; Evrokod 2; preraspodela

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nenad, P. (2013). Improved method for deflection control of reinforced concrete structures. (Doctoral Dissertation). University of Belgrade. Retrieved from http://dx.doi.org/10.2298/BG20130416PECIC ; http://eteze.bg.ac.rs/application/showtheses?thesesId=617 ; https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get ; http://vbs.rs/scripts/cobiss?command=SEARCH&base=99999&select=ID=513284754

Chicago Manual of Style (16th Edition):

Nenad, Pecić. “Improved method for deflection control of reinforced concrete structures.” 2013. Doctoral Dissertation, University of Belgrade. Accessed October 19, 2019. http://dx.doi.org/10.2298/BG20130416PECIC ; http://eteze.bg.ac.rs/application/showtheses?thesesId=617 ; https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get ; http://vbs.rs/scripts/cobiss?command=SEARCH&base=99999&select=ID=513284754.

MLA Handbook (7th Edition):

Nenad, Pecić. “Improved method for deflection control of reinforced concrete structures.” 2013. Web. 19 Oct 2019.

Vancouver:

Nenad P. Improved method for deflection control of reinforced concrete structures. [Internet] [Doctoral dissertation]. University of Belgrade; 2013. [cited 2019 Oct 19]. Available from: http://dx.doi.org/10.2298/BG20130416PECIC ; http://eteze.bg.ac.rs/application/showtheses?thesesId=617 ; https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get ; http://vbs.rs/scripts/cobiss?command=SEARCH&base=99999&select=ID=513284754.

Council of Science Editors:

Nenad P. Improved method for deflection control of reinforced concrete structures. [Doctoral Dissertation]. University of Belgrade; 2013. Available from: http://dx.doi.org/10.2298/BG20130416PECIC ; http://eteze.bg.ac.rs/application/showtheses?thesesId=617 ; https://fedorabg.bg.ac.rs/fedora/get/o:6796/bdef:Content/get ; http://vbs.rs/scripts/cobiss?command=SEARCH&base=99999&select=ID=513284754


Univerzitet u Beogradu

16. Dragaš, Jelena S., 1986-. Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела.

Degree: Građevinski fakultet, 2019, Univerzitet u Beogradu

Civil Engineering - Concrete Structures / Грађевинарство - Бетонске конструкције

Бетон је један од најчешће коришћених материјала данашњице. Међутим, током производње цемента, испушта се приближно… (more)

Subjects/Keywords: concrete; fly ash; high volume fly ash concrete; reinforced concrete beams; experimental tests; flexure; shear; short-term loading; code provisions

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dragaš, Jelena S., 1. (2019). Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:19161/bdef:Content/get

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):

Dragaš, Jelena S., 1986-. “Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела.” 2019. Thesis, Univerzitet u Beogradu. Accessed October 19, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:19161/bdef:Content/get.

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

MLA Handbook (7th Edition):

Dragaš, Jelena S., 1986-. “Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела.” 2019. Web. 19 Oct 2019.

Vancouver:

Dragaš, Jelena S. 1. Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела. [Internet] [Thesis]. Univerzitet u Beogradu; 2019. [cited 2019 Oct 19]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:19161/bdef:Content/get.

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

Council of Science Editors:

Dragaš, Jelena S. 1. Гранична носивост армиранобетонских гредних носача од бетона са великим садржајем летећег пепела. [Thesis]. Univerzitet u Beogradu; 2019. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:19161/bdef:Content/get

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


Universidade do Rio Grande do Sul

17. Moreno, Julián Camilo Ávila. Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna.

Degree: 2016, Universidade do Rio Grande do Sul

As vigas mistas configuram uma atrativa solução estrutural para pequenas e grandes obras na engenharia civil. O emprego deste tipo de estruturas proporciona: melhor aproveitamento… (more)

Subjects/Keywords: Composite steel-concrete beams; Vigas mistas; Finite elements; Elementos finitos; Modelos matemáticos; Long-term analysis; Creep; Shrinkage; Prestressing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Moreno, J. C. . (2016). Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/142669

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):

Moreno, Julián Camilo Ávila. “Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed October 19, 2019. http://hdl.handle.net/10183/142669.

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

MLA Handbook (7th Edition):

Moreno, Julián Camilo Ávila. “Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna.” 2016. Web. 19 Oct 2019.

Vancouver:

Moreno JC. Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10183/142669.

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

Council of Science Editors:

Moreno JC. Análise numérica de vigas mistas aço-concreto pelo método dos elementos finitos : modelos para os efeitos de longa duração e protensão interna. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/142669

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


Brno University of Technology

18. Macková, Lucie. Návrh jednoduché inženýrské konstrukce .

Degree: 2012, Brno University of Technology

 Bakalářská práce zpracovává metodiku výpočtu průhybů dle normy ČSN EN 1992-1. Nejprve se věnuje teorii potřebné k pochopení celého postupu a vysvětlení jednotlivých kroků. Dále… (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.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Macková, L. (2012). Návrh jednoduché inženýrské konstrukce . (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 .” 2012. Thesis, Brno University of Technology. Accessed October 19, 2019. 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 .” 2012. Web. 19 Oct 2019.

Vancouver:

Macková L. Návrh jednoduché inženýrské konstrukce . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Oct 19]. 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 . [Thesis]. Brno University of Technology; 2012. 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


University of Technology, Sydney

19. Hamedanimojarrad, P. Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures.

Degree: 2012, University of Technology, Sydney

Shrinkage in cementitious materials can bring about major durability issues, beginning with a crack in a restrained section. This phenomenon causes contraction and consequently tensile… (more)

Subjects/Keywords: Concrete.; Shrinkage compensating admixtures.; Microfibre.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hamedanimojarrad, P. (2012). Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/21848

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):

Hamedanimojarrad, P. “Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures.” 2012. Thesis, University of Technology, Sydney. Accessed October 19, 2019. http://hdl.handle.net/10453/21848.

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

MLA Handbook (7th Edition):

Hamedanimojarrad, P. “Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures.” 2012. Web. 19 Oct 2019.

Vancouver:

Hamedanimojarrad P. Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures. [Internet] [Thesis]. University of Technology, Sydney; 2012. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10453/21848.

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

Council of Science Editors:

Hamedanimojarrad P. Development of high performance shrinkage resistant concrete, using novel shrinkage compensating admixtures. [Thesis]. University of Technology, Sydney; 2012. Available from: http://hdl.handle.net/10453/21848

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


University of Toronto

20. Dury, Julia Alexis. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.

Degree: 2018, University of Toronto

While historically used for infrastructure such as buildings, bridges, dams, and roadways, concrete is also a vital component for the storage of energy – especially… (more)

Subjects/Keywords: Concrete; Leakage; Shrinkage; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dury, J. A. (2018). Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/91718

Chicago Manual of Style (16th Edition):

Dury, Julia Alexis. “Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.” 2018. Masters Thesis, University of Toronto. Accessed October 19, 2019. http://hdl.handle.net/1807/91718.

MLA Handbook (7th Edition):

Dury, Julia Alexis. “Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage.” 2018. Web. 19 Oct 2019.

Vancouver:

Dury JA. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. [Internet] [Masters thesis]. University of Toronto; 2018. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/1807/91718.

Council of Science Editors:

Dury JA. Effects of Aging on Concrete Containment Structures: An Investigation of Shrinkage and Leakage. [Masters Thesis]. University of Toronto; 2018. Available from: http://hdl.handle.net/1807/91718


Colorado State University

21. Loaiza-Kois, Vanessa Maria. Nature of processing in working memory : temporal-contextual cues and characteristics, The.

Degree: MS(M.S.), Psychology, 2016, Colorado State University

 The primary-secondary memory hypothesis proposes that processing in working memory requires maintaining activated representations in a capacity-limited primary memory while re-accessing representations from secondary memory… (more)

Subjects/Keywords: Short-term memory

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Loaiza-Kois, V. M. (2016). Nature of processing in working memory : temporal-contextual cues and characteristics, The. (Masters Thesis). Colorado State University. Retrieved from http://hdl.handle.net/10217/171024

Chicago Manual of Style (16th Edition):

Loaiza-Kois, Vanessa Maria. “Nature of processing in working memory : temporal-contextual cues and characteristics, The.” 2016. Masters Thesis, Colorado State University. Accessed October 19, 2019. http://hdl.handle.net/10217/171024.

MLA Handbook (7th Edition):

Loaiza-Kois, Vanessa Maria. “Nature of processing in working memory : temporal-contextual cues and characteristics, The.” 2016. Web. 19 Oct 2019.

Vancouver:

Loaiza-Kois VM. Nature of processing in working memory : temporal-contextual cues and characteristics, The. [Internet] [Masters thesis]. Colorado State University; 2016. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10217/171024.

Council of Science Editors:

Loaiza-Kois VM. Nature of processing in working memory : temporal-contextual cues and characteristics, The. [Masters Thesis]. Colorado State University; 2016. Available from: http://hdl.handle.net/10217/171024

22. Miller, Karla Peitl. Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura.

Degree: Mestrado, Estruturas, 2008, University of São Paulo

 Embora sejam reconhecidas diversas vantagens na adição de fibras curtas de aço ao concreto (CRFA), em especial o ganho de tenacidade, pouco se sabe a… (more)

Subjects/Keywords: Concreto reforçado com fibras de aço; Creep; Flechas diferidas; Flexão; Flexure; Fluência; Fracture mechanics; Long-term deflection; Mecânica da fratura; Steel fiber reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Miller, K. P. (2008). Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11092008-113214/ ;

Chicago Manual of Style (16th Edition):

Miller, Karla Peitl. “Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura.” 2008. Masters Thesis, University of São Paulo. Accessed October 19, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11092008-113214/ ;.

MLA Handbook (7th Edition):

Miller, Karla Peitl. “Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura.” 2008. Web. 19 Oct 2019.

Vancouver:

Miller KP. Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura. [Internet] [Masters thesis]. University of São Paulo; 2008. [cited 2019 Oct 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11092008-113214/ ;.

Council of Science Editors:

Miller KP. Estudo da fluência em vigas de concreto reforçado com fibras de aço, com aplicação de conceitos da mecânica da fratura. [Masters Thesis]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-11092008-113214/ ;


University of Canterbury

23. Yeoh, David Eng Chuan. Behaviour and Design of Timber-Concrete Composite Floor System.

Degree: Department of Civil and Natural Resources, 2010, University of Canterbury

 This Ph.D. thesis represents a summative report detailing research processes and outcomes from investigating the ultimate and serviceability limit state short- and long-term behaviour and… (more)

Subjects/Keywords: limit state design; behaviour; timber-concrete composite; laminated veneer lumber; connections; semi-prefabricated; short and long-term tests

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yeoh, D. E. C. (2010). Behaviour and Design of Timber-Concrete Composite Floor System. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4428

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):

Yeoh, David Eng Chuan. “Behaviour and Design of Timber-Concrete Composite Floor System.” 2010. Thesis, University of Canterbury. Accessed October 19, 2019. http://hdl.handle.net/10092/4428.

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

MLA Handbook (7th Edition):

Yeoh, David Eng Chuan. “Behaviour and Design of Timber-Concrete Composite Floor System.” 2010. Web. 19 Oct 2019.

Vancouver:

Yeoh DEC. Behaviour and Design of Timber-Concrete Composite Floor System. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10092/4428.

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

Council of Science Editors:

Yeoh DEC. Behaviour and Design of Timber-Concrete Composite Floor System. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/4428

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


Indian Institute of Science

24. Reddy, D Harinadha. Time Dependent Deformations in Normal And Heavy Density Concrete.

Degree: 2009, Indian Institute of Science

 Time dependent deformations in concrete, both creep and shrinkage, play a critical role in prestressed concrete structures, such as bridge girders, nuclear containment vessels, etc.… (more)

Subjects/Keywords: Concrete - Deformations; Concrete - Creep and Shrinkage; Concrete Creep and Shrinkage - Statistical Model; Concrete - Time Dependent Deformations; Heavy Density Concrete; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Reddy, D. H. (2009). Time Dependent Deformations in Normal And Heavy Density Concrete. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/961

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):

Reddy, D Harinadha. “Time Dependent Deformations in Normal And Heavy Density Concrete.” 2009. Thesis, Indian Institute of Science. Accessed October 19, 2019. http://hdl.handle.net/2005/961.

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

MLA Handbook (7th Edition):

Reddy, D Harinadha. “Time Dependent Deformations in Normal And Heavy Density Concrete.” 2009. Web. 19 Oct 2019.

Vancouver:

Reddy DH. Time Dependent Deformations in Normal And Heavy Density Concrete. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/2005/961.

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

Council of Science Editors:

Reddy DH. Time Dependent Deformations in Normal And Heavy Density Concrete. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/961

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


Delft University of Technology

25. Mors, R.M. Autogenous Shrinkage of Cementitious materials containing BFS:.

Degree: 2011, Delft University of Technology

 In the Netherlands blast furnace slag (BFS) cement is commonly used. Concretes with this type of cement are known for good durability properties. Where concrete(more)

Subjects/Keywords: concrete; blast furnace slag; autogenous shrinkage; drying shrinkage; Mini-TSTM

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mors, R. M. (2011). Autogenous Shrinkage of Cementitious materials containing BFS:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb

Chicago Manual of Style (16th Edition):

Mors, R M. “Autogenous Shrinkage of Cementitious materials containing BFS:.” 2011. Masters Thesis, Delft University of Technology. Accessed October 19, 2019. http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb.

MLA Handbook (7th Edition):

Mors, R M. “Autogenous Shrinkage of Cementitious materials containing BFS:.” 2011. Web. 19 Oct 2019.

Vancouver:

Mors RM. Autogenous Shrinkage of Cementitious materials containing BFS:. [Internet] [Masters thesis]. Delft University of Technology; 2011. [cited 2019 Oct 19]. Available from: http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb.

Council of Science Editors:

Mors RM. Autogenous Shrinkage of Cementitious materials containing BFS:. [Masters Thesis]. Delft University of Technology; 2011. Available from: http://resolver.tudelft.nl/uuid:2dfdbca7-fb9c-4963-ae2d-fce400b011bb


Louisiana State University

26. Vozzo, Maria Louise. Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana.

Degree: MS, 2014, Louisiana State University

 Barataria Bay, in southeast Louisiana is home to productive oyster reefs that are both ecologically and economically important, but was threatened by the Deepwater Horizon… (more)

Subjects/Keywords: short term effects; long term effects

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vozzo, M. L. (2014). Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana. (Masters Thesis). Louisiana State University. Retrieved from etd-07022014-151226 ; https://digitalcommons.lsu.edu/gradschool_theses/3886

Chicago Manual of Style (16th Edition):

Vozzo, Maria Louise. “Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana.” 2014. Masters Thesis, Louisiana State University. Accessed October 19, 2019. etd-07022014-151226 ; https://digitalcommons.lsu.edu/gradschool_theses/3886.

MLA Handbook (7th Edition):

Vozzo, Maria Louise. “Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana.” 2014. Web. 19 Oct 2019.

Vancouver:

Vozzo ML. Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana. [Internet] [Masters thesis]. Louisiana State University; 2014. [cited 2019 Oct 19]. Available from: etd-07022014-151226 ; https://digitalcommons.lsu.edu/gradschool_theses/3886.

Council of Science Editors:

Vozzo ML. Oyster Spat Survival in Response to Hydrocarbon Contamination and Predation in Barataria Bay, Louisiana. [Masters Thesis]. Louisiana State University; 2014. Available from: etd-07022014-151226 ; https://digitalcommons.lsu.edu/gradschool_theses/3886


University of Pretoria

27. Loots, Henriette. An integrated communication approach to client retention in the short-term insurance industry.

Degree: MCom, Communication Management, 2012, University of Pretoria

 The short-term insurance industry in South Africa is extremely competitive and it is a challenge to retain clients in order to remain profitable. In light… (more)

Subjects/Keywords: Short-term insurance; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Loots, H. (2012). An integrated communication approach to client retention in the short-term insurance industry. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/29628

Chicago Manual of Style (16th Edition):

Loots, Henriette. “An integrated communication approach to client retention in the short-term insurance industry.” 2012. Masters Thesis, University of Pretoria. Accessed October 19, 2019. http://hdl.handle.net/2263/29628.

MLA Handbook (7th Edition):

Loots, Henriette. “An integrated communication approach to client retention in the short-term insurance industry.” 2012. Web. 19 Oct 2019.

Vancouver:

Loots H. An integrated communication approach to client retention in the short-term insurance industry. [Internet] [Masters thesis]. University of Pretoria; 2012. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/2263/29628.

Council of Science Editors:

Loots H. An integrated communication approach to client retention in the short-term insurance industry. [Masters Thesis]. University of Pretoria; 2012. Available from: http://hdl.handle.net/2263/29628


University of Canterbury

28. Hayakawa, Sumiyo. Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School.

Degree: Japanese, 2014, University of Canterbury

 International education has been a growing trend globally over the past thirty years. Since the late 1980s, the popularity of study abroad programme amongst Japanese… (more)

Subjects/Keywords: Short term study abroad

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hayakawa, S. (2014). Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/10245

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):

Hayakawa, Sumiyo. “Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School.” 2014. Thesis, University of Canterbury. Accessed October 19, 2019. http://hdl.handle.net/10092/10245.

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

MLA Handbook (7th Edition):

Hayakawa, Sumiyo. “Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School.” 2014. Web. 19 Oct 2019.

Vancouver:

Hayakawa S. Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School. [Internet] [Thesis]. University of Canterbury; 2014. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10092/10245.

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

Council of Science Editors:

Hayakawa S. Efficacy of Secondary Level Short Term Study Abroad Programmes between Japan and New Zealand : The Case Study of Darfield High School. [Thesis]. University of Canterbury; 2014. Available from: http://hdl.handle.net/10092/10245

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


University of Pretoria

29. [No author]. An integrated communication approach to client retention in the short-term insurance industry .

Degree: 2012, University of Pretoria

 The short-term insurance industry in South Africa is extremely competitive and it is a challenge to retain clients in order to remain profitable. In light… (more)

Subjects/Keywords: Short-term insurance; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

author], [. (2012). An integrated communication approach to client retention in the short-term insurance industry . (Masters Thesis). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-11202012-175816/

Chicago Manual of Style (16th Edition):

author], [No. “An integrated communication approach to client retention in the short-term insurance industry .” 2012. Masters Thesis, University of Pretoria. Accessed October 19, 2019. http://upetd.up.ac.za/thesis/available/etd-11202012-175816/.

MLA Handbook (7th Edition):

author], [No. “An integrated communication approach to client retention in the short-term insurance industry .” 2012. Web. 19 Oct 2019.

Vancouver:

author] [. An integrated communication approach to client retention in the short-term insurance industry . [Internet] [Masters thesis]. University of Pretoria; 2012. [cited 2019 Oct 19]. Available from: http://upetd.up.ac.za/thesis/available/etd-11202012-175816/.

Council of Science Editors:

author] [. An integrated communication approach to client retention in the short-term insurance industry . [Masters Thesis]. University of Pretoria; 2012. Available from: http://upetd.up.ac.za/thesis/available/etd-11202012-175816/


University of Hawaii – Manoa

30. Vo, Hong. Two Essays in Asset Pricing.

Degree: 2017, University of Hawaii – Manoa

Ph.D. University of Hawaii at Manoa 2015.

This research examines two matters in asset pricing in two essays. The first essay investigates the impact of… (more)

Subjects/Keywords: Short-term Reversals; Momentum

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vo, H. (2017). Two Essays in Asset Pricing. (Thesis). University of Hawaii – Manoa. Retrieved from http://hdl.handle.net/10125/51237

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):

Vo, Hong. “Two Essays in Asset Pricing.” 2017. Thesis, University of Hawaii – Manoa. Accessed October 19, 2019. http://hdl.handle.net/10125/51237.

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

MLA Handbook (7th Edition):

Vo, Hong. “Two Essays in Asset Pricing.” 2017. Web. 19 Oct 2019.

Vancouver:

Vo H. Two Essays in Asset Pricing. [Internet] [Thesis]. University of Hawaii – Manoa; 2017. [cited 2019 Oct 19]. Available from: http://hdl.handle.net/10125/51237.

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

Council of Science Editors:

Vo H. Two Essays in Asset Pricing. [Thesis]. University of Hawaii – Manoa; 2017. Available from: http://hdl.handle.net/10125/51237

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

[1] [2] [3] [4] [5] … [540]

.