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You searched for subject:(Pre stressing). Showing records 1 – 8 of 8 total matches.

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University of Cincinnati

1. Paul, Anup K. Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient.

Degree: PhD, Engineering and Applied Science: Mechanical Engineering, 2016, University of Cincinnati

 Introduction. Accurate assessment of the severity of stenosis is critical in patients with aortic stenosis (AS). The ambiguities and imprecisions of the current diagnostic parameters… (more)

Subjects/Keywords: Biomedical Research; Aortic stenosis; aortic valve disease; inverse algorthm; pre-stressing; Doppler assessment of aortic stenosis; finite element modeling

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

APA (6th Edition):

Paul, A. K. (2016). Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672658

Chicago Manual of Style (16th Edition):

Paul, Anup K. “Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient.” 2016. Doctoral Dissertation, University of Cincinnati. Accessed August 03, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672658.

MLA Handbook (7th Edition):

Paul, Anup K. “Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient.” 2016. Web. 03 Aug 2020.

Vancouver:

Paul AK. Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient. [Internet] [Doctoral dissertation]. University of Cincinnati; 2016. [cited 2020 Aug 03]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672658.

Council of Science Editors:

Paul AK. Assessment of the Severity of Aortic Stenosis using Aortic Valve Coefficient. [Doctoral Dissertation]. University of Cincinnati; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1470672658


KTH

2. Vosoughian, Saeed. The effect of pre-stressing location on punching shear capacity of concrete flat slabs.

Degree: Concrete Structures, 2019, KTH

          Implementing pre-stressing cables is a viable option aiming at controlling deformation and cracking of concrete flat slabs in serviceability limit state. The pre-stressing(more)

Subjects/Keywords: Concrete flat slabs; Concrete damage plasticity model; Eurocode 2; Nonlinear finite element analysis; Punching capacity; Pre-stressing cables; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Vosoughian, S. (2019). The effect of pre-stressing location on punching shear capacity of concrete flat slabs. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Thesis, KTH. Accessed August 03, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

MLA Handbook (7th Edition):

Vosoughian, Saeed. “The effect of pre-stressing location on punching shear capacity of concrete flat slabs.” 2019. Web. 03 Aug 2020.

Vancouver:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Internet] [Thesis]. KTH; 2019. [cited 2020 Aug 03]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243.

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

Council of Science Editors:

Vosoughian S. The effect of pre-stressing location on punching shear capacity of concrete flat slabs. [Thesis]. KTH; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263243

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


Brno University of Technology

3. Bártů, Adam. Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material.

Degree: 2020, Brno University of Technology

 The purpose of the thesis is to suggest a span enlargement of steel Modular footbridge ML36 for pedestrian and cycling transport. The aim is to… (more)

Subjects/Keywords: Ocelová lávka; modulární lávka; táhlo; předpětí; spojitý nosník; příhradový nosník.; Steel footbridge; modular footbridge; tension bar; pre-stressing; continuous beam; truss.

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APA (6th Edition):

Bártů, A. (2020). Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/184325

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):

Bártů, Adam. “Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material.” 2020. Thesis, Brno University of Technology. Accessed August 03, 2020. http://hdl.handle.net/11012/184325.

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

MLA Handbook (7th Edition):

Bártů, Adam. “Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material.” 2020. Web. 03 Aug 2020.

Vancouver:

Bártů A. Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Aug 03]. Available from: http://hdl.handle.net/11012/184325.

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

Council of Science Editors:

Bártů A. Mostní provizórium pro pěší a cyklistickou dopravu z materiálů vyšších pevností: Temporary bridge for pedestrian and cycling transport from high strength material. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/184325

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


Brno University of Technology

4. Fiala, Adam. Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame.

Degree: 2019, Brno University of Technology

 Bachelor´s thesis deals with streghtening of multi-storey construction made of lower-strength concrete for purpose of fitness-centre. Ceiling beams are reinforced with loosely guided pre-stressed cables,… (more)

Subjects/Keywords: zesílení betonové konstrukce; betony nižších pevností; vnější předpětí; strengthening of concrete construction; lower-strength concrete; external pre-stressing

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

APA (6th Edition):

Fiala, A. (2019). Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34709

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):

Fiala, Adam. “Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame.” 2019. Thesis, Brno University of Technology. Accessed August 03, 2020. http://hdl.handle.net/11012/34709.

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

MLA Handbook (7th Edition):

Fiala, Adam. “Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame.” 2019. Web. 03 Aug 2020.

Vancouver:

Fiala A. Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 03]. Available from: http://hdl.handle.net/11012/34709.

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

Council of Science Editors:

Fiala A. Úprava betonové průvlakové konstrukce: Adjustment concrete girder frame. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/34709

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

5. Seabra, Rui Tiago Pinto dos Santos Beleza de. O método de lançamento incremental. Conceitos base e uma aplicação prática.

Degree: 2014, Instituto Politécnico do Porto

Ao longo desta dissertação, é abordada a temática das obras de arte, focando-se um processo construtivo em particular, que é o Método de Lançamento Incremental.… (more)

Subjects/Keywords: Método do Lançamento Incremental; Nariz de Lançamento; Pré-esforço; Métodos Construtivos; Betão Armado Pré-Esforçado; Tabuleiro; Incremental Launching Method; Launching Nose; Pre-stressing; Construction Methods; Pre-stressed Concrete; Deck

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

APA (6th Edition):

Seabra, R. T. P. d. S. B. d. (2014). O método de lançamento incremental. Conceitos base e uma aplicação prática. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6528

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):

Seabra, Rui Tiago Pinto dos Santos Beleza de. “O método de lançamento incremental. Conceitos base e uma aplicação prática.” 2014. Thesis, Instituto Politécnico do Porto. Accessed August 03, 2020. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6528.

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

MLA Handbook (7th Edition):

Seabra, Rui Tiago Pinto dos Santos Beleza de. “O método de lançamento incremental. Conceitos base e uma aplicação prática.” 2014. Web. 03 Aug 2020.

Vancouver:

Seabra RTPdSBd. O método de lançamento incremental. Conceitos base e uma aplicação prática. [Internet] [Thesis]. Instituto Politécnico do Porto; 2014. [cited 2020 Aug 03]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6528.

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

Council of Science Editors:

Seabra RTPdSBd. O método de lançamento incremental. Conceitos base e uma aplicação prática. [Thesis]. Instituto Politécnico do Porto; 2014. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/6528

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


Brno University of Technology

6. Kubelka, Jan. Trámový betonový most: Girder concrete bridge.

Degree: 2019, Brno University of Technology

 Bachelor´s thesis is dealing with design of the road brigde on the road III/1219 over the river Lomnice. Three possible variants were developed, the chosen… (more)

Subjects/Keywords: předpjatý beton; trámový most; ztráty předpětí; statický výpočet; výkresová dokumentace; vizualizace; pre-stressed concrete; girder bridge; losses of pre-stressing; statical analysis; drawing documentation; visualisation

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APA (6th Edition):

Kubelka, J. (2019). Trámový betonový most: Girder concrete bridge. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35472

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):

Kubelka, Jan. “Trámový betonový most: Girder concrete bridge.” 2019. Thesis, Brno University of Technology. Accessed August 03, 2020. http://hdl.handle.net/11012/35472.

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

MLA Handbook (7th Edition):

Kubelka, Jan. “Trámový betonový most: Girder concrete bridge.” 2019. Web. 03 Aug 2020.

Vancouver:

Kubelka J. Trámový betonový most: Girder concrete bridge. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 03]. Available from: http://hdl.handle.net/11012/35472.

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

Council of Science Editors:

Kubelka J. Trámový betonový most: Girder concrete bridge. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/35472

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


KTH

7. Osimani, Filippo. The Use of Unbonded Tendons for Prestressed Concrete Bridges.

Degree: Structural Design and Bridges, 2004, KTH

Subjects/Keywords: external pre-stressing for bridges; externally pre-stressed concrete beams with unbonded tendons; pre-stressing with FRP tendons; specifications for tendon anchorage zones; anchorages for FRP tendons

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

APA (6th Edition):

Osimani, F. (2004). The Use of Unbonded Tendons for Prestressed Concrete Bridges. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37000

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):

Osimani, Filippo. “The Use of Unbonded Tendons for Prestressed Concrete Bridges.” 2004. Thesis, KTH. Accessed August 03, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37000.

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

MLA Handbook (7th Edition):

Osimani, Filippo. “The Use of Unbonded Tendons for Prestressed Concrete Bridges.” 2004. Web. 03 Aug 2020.

Vancouver:

Osimani F. The Use of Unbonded Tendons for Prestressed Concrete Bridges. [Internet] [Thesis]. KTH; 2004. [cited 2020 Aug 03]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37000.

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

Council of Science Editors:

Osimani F. The Use of Unbonded Tendons for Prestressed Concrete Bridges. [Thesis]. KTH; 2004. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37000

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

8. Cao, Qi. Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams.

Degree: 2011, University of Tennessee – Knoxville

 The major cause of cracking in bridge decks, concrete pavements, as well as slabs on grade, is restrained shrinkage of the concrete. The resulting steel… (more)

Subjects/Keywords: shrinkage-compensating concrete; FRP; beams; residual pre-stressing; prestress loss; Civil Engineering; Structural Engineering

…terms of its ability to develop a residual pre-stressing effect. Tests also show that the pre… …achieve higher expansion to overcompensate the shrinkage and get pre-stressing effect from… …pre-stressing of the reinforcement in the concrete after the initial shrinkage has occurred… …materials and SHCC to achieve a residual pre-stressing effect. 2.3 Materials 2.3.1 SHCC Materials… …stressing effect from the expansion of SHCC increases as the axial stiffness of the FRP… 

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APA (6th Edition):

Cao, Q. (2011). Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams. (Doctoral Dissertation). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_graddiss/1064

Chicago Manual of Style (16th Edition):

Cao, Qi. “Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams.” 2011. Doctoral Dissertation, University of Tennessee – Knoxville. Accessed August 03, 2020. https://trace.tennessee.edu/utk_graddiss/1064.

MLA Handbook (7th Edition):

Cao, Qi. “Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams.” 2011. Web. 03 Aug 2020.

Vancouver:

Cao Q. Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams. [Internet] [Doctoral dissertation]. University of Tennessee – Knoxville; 2011. [cited 2020 Aug 03]. Available from: https://trace.tennessee.edu/utk_graddiss/1064.

Council of Science Editors:

Cao Q. Behavior of Externally Fiber-Reinforced Polymer Reinforced Shrinkage-Compensating Concrete Beams. [Doctoral Dissertation]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_graddiss/1064

.