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

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Ohio University

1. Moallem, Mohammad Reza. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.

Degree: MS, Civil Engineering (Engineering and Technology), 2010, Ohio University

  Ultra-High Performance Concrete (UHPC) is a new generation of cement based construction materials which features superior mechanical and material properties. Its compressive and flexural… (more)

Subjects/Keywords: Civil Engineering; UHPC; UHFRC; Moment Redistribution; Flexural Redistribution; Ultra-High Performance Concrete

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

APA (6th Edition):

Moallem, M. R. (2010). Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520

Chicago Manual of Style (16th Edition):

Moallem, Mohammad Reza. “Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.” 2010. Masters Thesis, Ohio University. Accessed October 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520.

MLA Handbook (7th Edition):

Moallem, Mohammad Reza. “Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens.” 2010. Web. 16 Oct 2019.

Vancouver:

Moallem MR. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. [Internet] [Masters thesis]. Ohio University; 2010. [cited 2019 Oct 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520.

Council of Science Editors:

Moallem MR. Flexural Redistribution in Ultra-High Performance Concrete Lab Specimens. [Masters Thesis]. Ohio University; 2010. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1275498520


University of Adelaide

2. Haskett, Matthew Henry Thomas. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.

Degree: 2010, University of Adelaide

 In reinforced concrete members, two types of deformations exist: deformations due to curvature distribution and deformation due to discrete localised conditions such as cracks. The… (more)

Subjects/Keywords: reinforced concrete beams; FRP; partial interaction theory; ductility; moment redistribution; bond

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APA (6th Edition):

Haskett, M. H. T. (2010). The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/64584

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):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Thesis, University of Adelaide. Accessed October 16, 2019. http://hdl.handle.net/2440/64584.

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

MLA Handbook (7th Edition):

Haskett, Matthew Henry Thomas. “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory.” 2010. Web. 16 Oct 2019.

Vancouver:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Internet] [Thesis]. University of Adelaide; 2010. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/2440/64584.

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

Council of Science Editors:

Haskett MHT. The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory. [Thesis]. University of Adelaide; 2010. Available from: http://hdl.handle.net/2440/64584

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


Missouri University of Science and Technology

3. Lopez-Inojosa, Alexis Andres. Field evaluation of composite materials for bridge strengthening.

Degree: PhD, Civil Engineering, Missouri University of Science and Technology

 "The presentation dissertation compiling the results of the research performed on two research projects related to the uses of FRP materials on the strengthening RC… (more)

Subjects/Keywords: Moment redistribution; Civil Engineering

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APA (6th Edition):

Lopez-Inojosa, A. A. (n.d.). Field evaluation of composite materials for bridge strengthening. (Doctoral Dissertation). Missouri University of Science and Technology. Retrieved from http://scholarsmine.mst.edu/doctoral_dissertations/1703

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Chicago Manual of Style (16th Edition):

Lopez-Inojosa, Alexis Andres. “Field evaluation of composite materials for bridge strengthening.” Doctoral Dissertation, Missouri University of Science and Technology. Accessed October 16, 2019. http://scholarsmine.mst.edu/doctoral_dissertations/1703.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

MLA Handbook (7th Edition):

Lopez-Inojosa, Alexis Andres. “Field evaluation of composite materials for bridge strengthening.” Web. 16 Oct 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Lopez-Inojosa AA. Field evaluation of composite materials for bridge strengthening. [Internet] [Doctoral dissertation]. Missouri University of Science and Technology; [cited 2019 Oct 16]. Available from: http://scholarsmine.mst.edu/doctoral_dissertations/1703.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Council of Science Editors:

Lopez-Inojosa AA. Field evaluation of composite materials for bridge strengthening. [Doctoral Dissertation]. Missouri University of Science and Technology; Available from: http://scholarsmine.mst.edu/doctoral_dissertations/1703

Note: this citation may be lacking information needed for this citation format:
No year of publication.


University of Bradford

4. Araba, Almahdi M. A. A. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.

Degree: PhD, 2017, University of Bradford

 An investigation on the application of hybrid glass fibre reinforced polymer (GFRP) and steel bars bars as longitudinal reinforcement for simple and continuous concrete beams… (more)

Subjects/Keywords: Continuous members; Hybrid reinforcement; GFRP bars; Ductility; Moment redistribution; Concrete beams

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

APA (6th Edition):

Araba, A. M. A. A. (2017). Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/16920

Chicago Manual of Style (16th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Doctoral Dissertation, University of Bradford. Accessed October 16, 2019. http://hdl.handle.net/10454/16920.

MLA Handbook (7th Edition):

Araba, Almahdi M A A. “Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars.” 2017. Web. 16 Oct 2019.

Vancouver:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Internet] [Doctoral dissertation]. University of Bradford; 2017. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/10454/16920.

Council of Science Editors:

Araba AMAA. Behaviour of continuous concrete beams reinforced with hybrid GFRP/steel bars. [Doctoral Dissertation]. University of Bradford; 2017. Available from: http://hdl.handle.net/10454/16920


Ohio University

5. McCarty, Colin Michael. Behavior of Two-Span Continuous Reinforced Concrete Beams.

Degree: MS, Civil Engineering (Engineering and Technology), 2008, Ohio University

  Nine two-span continuous reinforced concrete beams with point loads 4.5' on each side of the center reaction were tested. This tested the effects of… (more)

Subjects/Keywords: Civil Engineering; Engineering; Two-span continuous; Reinforced Concrete; Shear; Moment; Redistribution of Forces; Continuity; Flexural

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

APA (6th Edition):

McCarty, C. M. (2008). Behavior of Two-Span Continuous Reinforced Concrete Beams. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219333577

Chicago Manual of Style (16th Edition):

McCarty, Colin Michael. “Behavior of Two-Span Continuous Reinforced Concrete Beams.” 2008. Masters Thesis, Ohio University. Accessed October 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219333577.

MLA Handbook (7th Edition):

McCarty, Colin Michael. “Behavior of Two-Span Continuous Reinforced Concrete Beams.” 2008. Web. 16 Oct 2019.

Vancouver:

McCarty CM. Behavior of Two-Span Continuous Reinforced Concrete Beams. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2019 Oct 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219333577.

Council of Science Editors:

McCarty CM. Behavior of Two-Span Continuous Reinforced Concrete Beams. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219333577


University of Manitoba

6. Mahmoud, Karam Abdou Awad. Shear behaviour of continuous concrete beams reinforced with GFRP bars.

Degree: Civil Engineering, 2015, University of Manitoba

 Continuous beams represent main structural elements in most reinforced concrete (RC) structures such as parking garages and overpass bridges. Deterioration of such structures due to… (more)

Subjects/Keywords: Shear strength; Moment redistribution; Continuous beams; High strength concrete; GFRP bars; GFRP stirrups; Size effect

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

APA (6th Edition):

Mahmoud, K. A. A. (2015). Shear behaviour of continuous concrete beams reinforced with GFRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/30951

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):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/30951.

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

MLA Handbook (7th Edition):

Mahmoud, Karam Abdou Awad. “Shear behaviour of continuous concrete beams reinforced with GFRP bars.” 2015. Web. 16 Oct 2019.

Vancouver:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Internet] [Thesis]. University of Manitoba; 2015. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/30951.

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

Council of Science Editors:

Mahmoud KAA. Shear behaviour of continuous concrete beams reinforced with GFRP bars. [Thesis]. University of Manitoba; 2015. Available from: http://hdl.handle.net/1993/30951

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


University of Manitoba

7. Rahman, S. M. Hasanur. Flexural behavior of GFRP-reinforced concrete continuous beams.

Degree: Civil Engineering, 2016, University of Manitoba

 In this study, a total of twelve beams continuous over two spans of 2,800 mm each were constructed and tested to failure. The beams were… (more)

Subjects/Keywords: Moment Redistribution; Deformability; Serviceability; T-section; Continuous beams; Fibre Reinforced Polymer (FRP); Unbalanced loading

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

APA (6th Edition):

Rahman, S. M. H. (2016). Flexural behavior of GFRP-reinforced concrete continuous beams. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/31905

Chicago Manual of Style (16th Edition):

Rahman, S M Hasanur. “Flexural behavior of GFRP-reinforced concrete continuous beams.” 2016. Masters Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/31905.

MLA Handbook (7th Edition):

Rahman, S M Hasanur. “Flexural behavior of GFRP-reinforced concrete continuous beams.” 2016. Web. 16 Oct 2019.

Vancouver:

Rahman SMH. Flexural behavior of GFRP-reinforced concrete continuous beams. [Internet] [Masters thesis]. University of Manitoba; 2016. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/31905.

Council of Science Editors:

Rahman SMH. Flexural behavior of GFRP-reinforced concrete continuous beams. [Masters Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/31905


University of Texas – Austin

8. Kreitman, Kerry. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.

Degree: PhD, Civil engineering, 2016, University of Texas – Austin

 Many continuous steel bridges constructed prior to the 1970s have floor systems consisting of a non-composite concrete deck over steel beams with no shear connectors.… (more)

Subjects/Keywords: Bridge strengthening; Composite girders; Partially composite design; Moment redistribution; Shakedown; Autostress design; Large-scale testing

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

APA (6th Edition):

Kreitman, K. (2016). Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/46618

Chicago Manual of Style (16th Edition):

Kreitman, Kerry. “Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.” 2016. Doctoral Dissertation, University of Texas – Austin. Accessed October 16, 2019. http://hdl.handle.net/2152/46618.

MLA Handbook (7th Edition):

Kreitman, Kerry. “Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution.” 2016. Web. 16 Oct 2019.

Vancouver:

Kreitman K. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2016. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/2152/46618.

Council of Science Editors:

Kreitman K. Strengthening continuous steel girder bridges with post-installed shear connectors and inelastic moment redistribution. [Doctoral Dissertation]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/46618


Curtin University of Technology

9. Islam, Mohammad M. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .

Degree: 2002, Curtin University of Technology

 In the Australian Standard, AS 3600-2001, the neutral axis parameter Ku is used as a convenient, but approximate, parameter to design for moment redistribution in… (more)

Subjects/Keywords: moment redistribution; ductility; reinforced concrete; steel reinforcement

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APA (6th Edition):

Islam, M. M. (2002). Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/631

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):

Islam, Mohammad M. “Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .” 2002. Thesis, Curtin University of Technology. Accessed October 16, 2019. http://hdl.handle.net/20.500.11937/631.

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

MLA Handbook (7th Edition):

Islam, Mohammad M. “Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel .” 2002. Web. 16 Oct 2019.

Vancouver:

Islam MM. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . [Internet] [Thesis]. Curtin University of Technology; 2002. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/20.500.11937/631.

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

Council of Science Editors:

Islam MM. Moment redistribution in reinforced concrete beams and one-way slabs using 500 MPa steel . [Thesis]. Curtin University of Technology; 2002. Available from: http://hdl.handle.net/20.500.11937/631

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


University of Manitoba

10. El-Mogy, Mostafa. Behaviour of continuous concrete beams reinforced with FRP bars.

Degree: Civil Engineering, 2011, University of Manitoba

 The non-corrodible nature of FRP bars along with their high strength, light weight and ease of installation made it attractive as reinforcement especially for structures… (more)

Subjects/Keywords: Continuous beams; Moment redistribution; Concrete beams; Fiber reinforced polymers; Finite element analysis; FRP bars; GFRP stirrups

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

APA (6th Edition):

El-Mogy, M. (2011). Behaviour of continuous concrete beams reinforced with FRP bars. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/4993

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):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Thesis, University of Manitoba. Accessed October 16, 2019. http://hdl.handle.net/1993/4993.

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

MLA Handbook (7th Edition):

El-Mogy, Mostafa. “Behaviour of continuous concrete beams reinforced with FRP bars.” 2011. Web. 16 Oct 2019.

Vancouver:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Internet] [Thesis]. University of Manitoba; 2011. [cited 2019 Oct 16]. Available from: http://hdl.handle.net/1993/4993.

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

Council of Science Editors:

El-Mogy M. Behaviour of continuous concrete beams reinforced with FRP bars. [Thesis]. University of Manitoba; 2011. Available from: http://hdl.handle.net/1993/4993

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

11. LEE LAI HONG. FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION.

Degree: 2001, National University of Singapore

Subjects/Keywords: negative moment capacity; composite slab; cold-formed steel deck; moment redistribution; continuous

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APA (6th Edition):

HONG, L. L. (2001). FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/159055

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):

HONG, LEE LAI. “FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION.” 2001. Thesis, National University of Singapore. Accessed October 16, 2019. https://scholarbank.nus.edu.sg/handle/10635/159055.

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

MLA Handbook (7th Edition):

HONG, LEE LAI. “FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION.” 2001. Web. 16 Oct 2019.

Vancouver:

HONG LL. FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION. [Internet] [Thesis]. National University of Singapore; 2001. [cited 2019 Oct 16]. Available from: https://scholarbank.nus.edu.sg/handle/10635/159055.

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

Council of Science Editors:

HONG LL. FLEXURAL CAPACITY OF COLD-FORMED STEEL-CONCRETE COMPOSITE SLAB FOR MOMENT REDISTRIBUTION. [Thesis]. National University of Singapore; 2001. Available from: https://scholarbank.nus.edu.sg/handle/10635/159055

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


EPFL

12. Einpaul, Jürgen. Punching strength of continuous flat slabs.

Degree: 2016, EPFL

 Reinforced concrete slabs with uniform thickness are common in residential and commercial buildings but can also be found in other types of structures. Such slabs… (more)

Subjects/Keywords: continuous slabs; compressive membrane action; Critical Shear Crack Theory; interior slab-column connections; Model Code 2010; moment redistribution; punching shear model; punching tests; reinforced concrete flat slabs

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

APA (6th Edition):

Einpaul, J. (2016). Punching strength of continuous flat slabs. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/217165

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):

Einpaul, Jürgen. “Punching strength of continuous flat slabs.” 2016. Thesis, EPFL. Accessed October 16, 2019. http://infoscience.epfl.ch/record/217165.

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

MLA Handbook (7th Edition):

Einpaul, Jürgen. “Punching strength of continuous flat slabs.” 2016. Web. 16 Oct 2019.

Vancouver:

Einpaul J. Punching strength of continuous flat slabs. [Internet] [Thesis]. EPFL; 2016. [cited 2019 Oct 16]. Available from: http://infoscience.epfl.ch/record/217165.

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

Council of Science Editors:

Einpaul J. Punching strength of continuous flat slabs. [Thesis]. EPFL; 2016. Available from: http://infoscience.epfl.ch/record/217165

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

13. KONG DECHENG. Strengthening of RC Beams and Frames by External Prestressing.

Degree: 2009, National University of Singapore

Subjects/Keywords: Direct method; external post-tensioning; moment redistribution; secondary moment; simple-span beam; tertiary effects

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APA (6th Edition):

DECHENG, K. (2009). Strengthening of RC Beams and Frames by External Prestressing. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/16383

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):

DECHENG, KONG. “Strengthening of RC Beams and Frames by External Prestressing.” 2009. Thesis, National University of Singapore. Accessed October 16, 2019. http://scholarbank.nus.edu.sg/handle/10635/16383.

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

MLA Handbook (7th Edition):

DECHENG, KONG. “Strengthening of RC Beams and Frames by External Prestressing.” 2009. Web. 16 Oct 2019.

Vancouver:

DECHENG K. Strengthening of RC Beams and Frames by External Prestressing. [Internet] [Thesis]. National University of Singapore; 2009. [cited 2019 Oct 16]. Available from: http://scholarbank.nus.edu.sg/handle/10635/16383.

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

Council of Science Editors:

DECHENG K. Strengthening of RC Beams and Frames by External Prestressing. [Thesis]. National University of Singapore; 2009. Available from: http://scholarbank.nus.edu.sg/handle/10635/16383

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

14. Fontes, Fernando Fernandes. Análise estrutural de elementos lineares segundo a NBR 6118:2003.

Degree: Mestrado, Estruturas, 2005, University of São Paulo

O objetivo da análise estrutural é determinar os efeitos das ações em uma estrutura, com a finalidade de efetuar verificações de estados limites últimos e… (more)

Subjects/Keywords: análise estrutural; análise plástica; concreto armado; modelos estruturais; moment redistribution; plastic analysis; redistribuição; reinforced concrete; structural analysis; structural models

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APA (6th Edition):

Fontes, F. F. (2005). Análise estrutural de elementos lineares segundo a NBR 6118:2003. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072006-110932/ ;

Chicago Manual of Style (16th Edition):

Fontes, Fernando Fernandes. “Análise estrutural de elementos lineares segundo a NBR 6118:2003.” 2005. Masters Thesis, University of São Paulo. Accessed October 16, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072006-110932/ ;.

MLA Handbook (7th Edition):

Fontes, Fernando Fernandes. “Análise estrutural de elementos lineares segundo a NBR 6118:2003.” 2005. Web. 16 Oct 2019.

Vancouver:

Fontes FF. Análise estrutural de elementos lineares segundo a NBR 6118:2003. [Internet] [Masters thesis]. University of São Paulo; 2005. [cited 2019 Oct 16]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072006-110932/ ;.

Council of Science Editors:

Fontes FF. Análise estrutural de elementos lineares segundo a NBR 6118:2003. [Masters Thesis]. University of São Paulo; 2005. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072006-110932/ ;

15. Leben, Tyler J. Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2012, University of Cincinnati

Moment redistribution from interior piers to adjacent spans of straight continuous span bridge girders is an alternate inelastic design procedure, Appendix B6 of the… (more)

Subjects/Keywords: Civil Engineering; High Preformance Steel; Steel Bridge; HPS-100W; Inelastic; Moment Redistribution; Shear Demand on Crossframes

…58 6.5 Moment Redistribution in Model… …15 Figure 3.3.1: Redistribution Moment Diagram (AASHTO 2010)… …58 Figure 6.5.1: Moment Redistribution in Finite Element Model… …C30 Figure C.6.1: Redistribution Moment Diagram (AASHTO 2010)… …C51 Figure C.8.1: Total Redistribution Moment (AASHTO 2010; Kayser 2005)… 

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APA (6th Edition):

Leben, T. J. (2012). Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1329935079

Chicago Manual of Style (16th Edition):

Leben, Tyler J. “Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel.” 2012. Masters Thesis, University of Cincinnati. Accessed October 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1329935079.

MLA Handbook (7th Edition):

Leben, Tyler J. “Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel.” 2012. Web. 16 Oct 2019.

Vancouver:

Leben TJ. Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel. [Internet] [Masters thesis]. University of Cincinnati; 2012. [cited 2019 Oct 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1329935079.

Council of Science Editors:

Leben TJ. Moment Redistribution of Continuous Hybrid Highway Bridge I-Girders Fabricated from HPS-100W Steel. [Masters Thesis]. University of Cincinnati; 2012. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1329935079

16. AKSHAY VENKATESHWARAN. STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT.

Degree: 2017, National University of Singapore

Subjects/Keywords: Arching Action; Constitutive Law; Flexural Strength; Moment Redistribution; Punching Shear; Steel Fiber Reinforced Concrete

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APA (6th Edition):

VENKATESHWARAN, A. (2017). STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/139063

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):

VENKATESHWARAN, AKSHAY. “STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT.” 2017. Thesis, National University of Singapore. Accessed October 16, 2019. http://scholarbank.nus.edu.sg/handle/10635/139063.

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

MLA Handbook (7th Edition):

VENKATESHWARAN, AKSHAY. “STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT.” 2017. Web. 16 Oct 2019.

Vancouver:

VENKATESHWARAN A. STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT. [Internet] [Thesis]. National University of Singapore; 2017. [cited 2019 Oct 16]. Available from: http://scholarbank.nus.edu.sg/handle/10635/139063.

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

Council of Science Editors:

VENKATESHWARAN A. STRUCTURAL BEHAVIOR OF STEEL FIBER REINFORCED CONCRETE SLABS WITHOUT TRADITIONAL REINFORCEMENT. [Thesis]. National University of Singapore; 2017. Available from: http://scholarbank.nus.edu.sg/handle/10635/139063

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


University of Cincinnati

17. KAYSER, CAROLINE ROSE. HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN.

Degree: PhD, Engineering : Civil Engineering, 2006, University of Cincinnati

 High Performance Steel (HPS) has quickly gained popularity in bridge applications due to its high yield strength and better weldability, toughness, ductility, and weathering characteristics… (more)

Subjects/Keywords: Engineering, Civil; High Performance Steel; HPS; Bridge; Steel Bridge; Girder; HPS-70W; bolt; weld; NGI-ESW; SAW; fatigue; tensile; toughness; inelastic; moment redistribution; autostress

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APA (6th Edition):

KAYSER, C. R. (2006). HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1138240938

Chicago Manual of Style (16th Edition):

KAYSER, CAROLINE ROSE. “HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN.” 2006. Doctoral Dissertation, University of Cincinnati. Accessed October 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1138240938.

MLA Handbook (7th Edition):

KAYSER, CAROLINE ROSE. “HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN.” 2006. Web. 16 Oct 2019.

Vancouver:

KAYSER CR. HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN. [Internet] [Doctoral dissertation]. University of Cincinnati; 2006. [cited 2019 Oct 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1138240938.

Council of Science Editors:

KAYSER CR. HIGH PERFORMANCE STEEL BRIDGE GIRDERS: PERFORMANCE & DESIGN. [Doctoral Dissertation]. University of Cincinnati; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1138240938


University of Queensland

18. Baji, Hassan. The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members.

Degree: School of Civil Engineering, 2014, University of Queensland

Subjects/Keywords: Reinforced concrete structure; Reliability; Ductility; Strength; FRP composites; Moment redistribution; FRP-confined concrete; Nonlinear behaviour; Finite element modelling; 0905 Civil Engineering; 090504 Earthquake Engineering; 090506 Structural Engineering

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

APA (6th Edition):

Baji, H. (2014). The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:341566

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):

Baji, Hassan. “The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members.” 2014. Thesis, University of Queensland. Accessed October 16, 2019. http://espace.library.uq.edu.au/view/UQ:341566.

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

MLA Handbook (7th Edition):

Baji, Hassan. “The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members.” 2014. Web. 16 Oct 2019.

Vancouver:

Baji H. The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members. [Internet] [Thesis]. University of Queensland; 2014. [cited 2019 Oct 16]. Available from: http://espace.library.uq.edu.au/view/UQ:341566.

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

Council of Science Editors:

Baji H. The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members. [Thesis]. University of Queensland; 2014. Available from: http://espace.library.uq.edu.au/view/UQ:341566

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

19. Tajaddini, Abbas. Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs.

Degree: PhD, 2015, University of Bath

 Most reinforced concrete (RC) structures are continuous in some way, and many of these structures are strengthened using fibre-reinforced polymer (FRP) materials as a routine… (more)

Subjects/Keywords: 624.1; Moment redistribution; FRP strengthening; reinforced concrete; Concrete T-beams and slabs; CFRP sheet; CFRP plate; NSM tape

moment redistribution… …9 Figure 2.4: Allowable moment redistribution in design codes (Oehlers and Seracino… …Figure 3.5: Moment redistribution calculations for continuous beams… …40 Figure 3.9: Moment redistribution out of the hogging zone, when only this zone is… …41 Figure 3.11: Moment redistribution out of the hogging zone, when all zones equally… 

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APA (6th Edition):

Tajaddini, A. (2015). Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs. (Doctoral Dissertation). University of Bath. Retrieved from https://researchportal.bath.ac.uk/en/studentthesis/investigation-of-moment-redistribution-in-frpstrengthened-continuous-rc-beams-and-slabs(66eb2944-5a03-43f5-97c9-a6df78e08807).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.687352

Chicago Manual of Style (16th Edition):

Tajaddini, Abbas. “Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs.” 2015. Doctoral Dissertation, University of Bath. Accessed October 16, 2019. https://researchportal.bath.ac.uk/en/studentthesis/investigation-of-moment-redistribution-in-frpstrengthened-continuous-rc-beams-and-slabs(66eb2944-5a03-43f5-97c9-a6df78e08807).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.687352.

MLA Handbook (7th Edition):

Tajaddini, Abbas. “Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs.” 2015. Web. 16 Oct 2019.

Vancouver:

Tajaddini A. Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs. [Internet] [Doctoral dissertation]. University of Bath; 2015. [cited 2019 Oct 16]. Available from: https://researchportal.bath.ac.uk/en/studentthesis/investigation-of-moment-redistribution-in-frpstrengthened-continuous-rc-beams-and-slabs(66eb2944-5a03-43f5-97c9-a6df78e08807).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.687352.

Council of Science Editors:

Tajaddini A. Investigation of moment redistribution in FRP-strengthened continuous RC beams and slabs. [Doctoral Dissertation]. University of Bath; 2015. Available from: https://researchportal.bath.ac.uk/en/studentthesis/investigation-of-moment-redistribution-in-frpstrengthened-continuous-rc-beams-and-slabs(66eb2944-5a03-43f5-97c9-a6df78e08807).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.687352


Pontifical Catholic University of Rio de Janeiro

20. AELLINGTON FREIRE DE ARAUJO. [en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho apresenta um estudo experimental sobre a redistribuição de momentos em vigas contínuas de concreto construídas em aduelas pré-moldadas, com juntas secas, e… (more)

Subjects/Keywords: [pt] CONCRETO PROTENDIDO; [en] PRESTRESSED CONCRETE; [pt] REDISTRIBUICAO DE MOMENTOS; [en] MOMENT REDISTRIBUTION; [pt] CABO EXTERNO; [en] EXTERNAL TENDON; [pt] CABO SINTETICO; [en] SYNTHETIC TENDON; [pt] ADUELA PRE-MOLDADA; [en] PRECAST SEGMENT

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APA (6th Edition):

ARAUJO, A. F. D. (2003). [en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3718

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):

ARAUJO, AELLINGTON FREIRE DE. “[en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed October 16, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3718.

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

MLA Handbook (7th Edition):

ARAUJO, AELLINGTON FREIRE DE. “[en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS.” 2003. Web. 16 Oct 2019.

Vancouver:

ARAUJO AFD. [en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2019 Oct 16]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3718.

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

Council of Science Editors:

ARAUJO AFD. [en] MOMENT REDISTRIBUTION IN CONTINUOUS SEGMENTAL BEAMS PRESTRESSED WITH EXTERNAL SYNTHETIC TENDONS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3718

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

.