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You searched for +publisher:"EPFL" +contributor:("Keller, Thomas"). Showing records 1 – 21 of 21 total matches.

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EPFL

1. Schaumann, Erika. Hybrid FRP-lightweight concrete sandwich system for engineering structures.

Degree: 2008, EPFL

 Hybrid slab systems combining fiber-reinforced polymer (FRP) composites with concrete are promising load-bearing structures, and an increasing number of applications has demonstrated their high potential… (more)

Subjects/Keywords: Bridge deck; Fracture mechanics; FRP; Hybrid; Lightweight concrete; Shear strength prediction; Structural analysis; Slabs; Béton léger (LC); Cisaillement; Dalles hybrides; Mécanique de rupture; Matériaux composites (FRP); Tablier de pont

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

APA (6th Edition):

Schaumann, E. (2008). Hybrid FRP-lightweight concrete sandwich system for engineering structures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/124748

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):

Schaumann, Erika. “Hybrid FRP-lightweight concrete sandwich system for engineering structures.” 2008. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/124748.

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

MLA Handbook (7th Edition):

Schaumann, Erika. “Hybrid FRP-lightweight concrete sandwich system for engineering structures.” 2008. Web. 23 Jun 2018.

Vancouver:

Schaumann E. Hybrid FRP-lightweight concrete sandwich system for engineering structures. [Internet] [Thesis]. EPFL; 2008. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/124748.

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

Council of Science Editors:

Schaumann E. Hybrid FRP-lightweight concrete sandwich system for engineering structures. [Thesis]. EPFL; 2008. Available from: http://infoscience.epfl.ch/record/124748

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


EPFL

2. Schollmayer, Martin. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.

Degree: 2009, EPFL

 FRP bridge decks offer several advantages compared with conventional concrete bridge decks, particularly their much lower weight, but also their resistance against corrosion as well… (more)

Subjects/Keywords: adhesives; bonding; bridge decks; fiber-reinforced polymers; joints; pultrusion

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APA (6th Edition):

Schollmayer, M. (2009). Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/130367

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):

Schollmayer, Martin. “Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.” 2009. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/130367.

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

MLA Handbook (7th Edition):

Schollmayer, Martin. “Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders.” 2009. Web. 23 Jun 2018.

Vancouver:

Schollmayer M. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. [Internet] [Thesis]. EPFL; 2009. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/130367.

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

Council of Science Editors:

Schollmayer M. Through-thickness performance of adhesive connections between FRP bridge decks and steel main girders. [Thesis]. EPFL; 2009. Available from: http://infoscience.epfl.ch/record/130367

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


EPFL

3. Bai, Yu. Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures.

Degree: 2009, EPFL

 As the range of applications for fiber-reinforced polymer (FRP) composite materials in civil engineering constantly increases, there is more and more concern with regard to… (more)

Subjects/Keywords: polymer-matrix composites; thermophysical properties; thermomechanical properties; thermal responses; mechanical responses; post-fire behavior; time-to-failure; modeling; finite difference method; finite element method; polymère composites à matrice; propriétés thermophysiques; propriétés thermomécanique; réponses thermiques; réponses mécaniques; comportement post-incendie; temps à rupture; modélisation; méthode des différences finies; méthode des éléments finis

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APA (6th Edition):

Bai, Y. (2009). Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/131180

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):

Bai, Yu. “Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures.” 2009. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/131180.

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

MLA Handbook (7th Edition):

Bai, Yu. “Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures.” 2009. Web. 23 Jun 2018.

Vancouver:

Bai Y. Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures. [Internet] [Thesis]. EPFL; 2009. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/131180.

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

Council of Science Editors:

Bai Y. Material and structural performance of fiber-reinforced polymer composites at elevated and high temperatures. [Thesis]. EPFL; 2009. Available from: http://infoscience.epfl.ch/record/131180

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


EPFL

4. Koppitz, Robert. Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs.

Degree: 2015, EPFL

 Deformation-dependent punching shear resistance often constitutes the decisive design criterion for reinforced concrete slabs supported by columns. The increasing number of aging structures exhibiting insufficient… (more)

Subjects/Keywords: reinforced concrete; CFRP; flat slabs; punching shear; load-deformation behavior; strengthening; prestressing; bonding; load history

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APA (6th Edition):

Koppitz, R. (2015). Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/204770

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):

Koppitz, Robert. “Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs.” 2015. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/204770.

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

MLA Handbook (7th Edition):

Koppitz, Robert. “Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs.” 2015. Web. 23 Jun 2018.

Vancouver:

Koppitz R. Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs. [Internet] [Thesis]. EPFL; 2015. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/204770.

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

Council of Science Editors:

Koppitz R. Effect of Deformation History on Punching Resistance of Reinforced Concrete Slabs. [Thesis]. EPFL; 2015. Available from: http://infoscience.epfl.ch/record/204770

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


EPFL

5. Zhang, Ye. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.

Degree: 2010, EPFL

 Being good structural replacement for other conventional material, the pultruded glass fiber reinforced polymer (GFRP) profiles are being increasingly used in civil engineering structures. The… (more)

Subjects/Keywords: adhesively-bonded joints; pultruded GFRP; fracture; fatigue; crack initiation; crack propagation; stiffness degradation; environmental effects; joints collés, GFRP pultrudés; rupture; fatigue; amorçage de la fissure; propagation de la fissure; dégradation de la rigidité; effets environnementaux

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APA (6th Edition):

Zhang, Y. (2010). Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/145901

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):

Zhang, Ye. “Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.” 2010. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/145901.

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

MLA Handbook (7th Edition):

Zhang, Ye. “Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints.” 2010. Web. 23 Jun 2018.

Vancouver:

Zhang Y. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. [Internet] [Thesis]. EPFL; 2010. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/145901.

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

Council of Science Editors:

Zhang Y. Fracture and Fatigue of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints. [Thesis]. EPFL; 2010. Available from: http://infoscience.epfl.ch/record/145901

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


EPFL

6. Dehghan Manshadi, Behzad. Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches.

Degree: 2011, EPFL

 Fiber-reinforced polymer (FRP) sandwich structures offer several advantages compared to structures made of traditional materials, such as high specific strength, good corrosion resistance, low thermal… (more)

Subjects/Keywords: Sandwich structures; Composite laminates; Failure mode; Buckling; Wrinkling; Shear forces; Biaxial compression-tension tests; Mathematical models; Structures en sandwich; Laminés en composites; Mode de rupture; Voilement; Effort tranchant; Essais de compression/traction biaxiales; Modèles mathématiques

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APA (6th Edition):

Dehghan Manshadi, B. (2011). Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/167933

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):

Dehghan Manshadi, Behzad. “Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches.” 2011. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/167933.

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

MLA Handbook (7th Edition):

Dehghan Manshadi, Behzad. “Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches.” 2011. Web. 23 Jun 2018.

Vancouver:

Dehghan Manshadi B. Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches. [Internet] [Thesis]. EPFL; 2011. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/167933.

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

Council of Science Editors:

Dehghan Manshadi B. Biaxial Wrinkling of Thin-Walled GFRP Webs in Cell-Core Sandwiches. [Thesis]. EPFL; 2011. Available from: http://infoscience.epfl.ch/record/167933

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


EPFL

7. Sarfaraz Khabbaz, Roohollah. Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns.

Degree: 2012, EPFL

 New load-bearing structures made of fiber-reinforced polymer (FRP) composites comprise adhesively-bonded joints, which are components vulnerable to fatigue failure. These structural components are frequently subjected… (more)

Subjects/Keywords: Bonded joints; Pultruded laminates; Fatigue life prediction; Block loading; Variable amplitude loading; S-N curve; Constant life diagram

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APA (6th Edition):

Sarfaraz Khabbaz, R. (2012). Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/182940

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):

Sarfaraz Khabbaz, Roohollah. “Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns.” 2012. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/182940.

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

MLA Handbook (7th Edition):

Sarfaraz Khabbaz, Roohollah. “Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns.” 2012. Web. 23 Jun 2018.

Vancouver:

Sarfaraz Khabbaz R. Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns. [Internet] [Thesis]. EPFL; 2012. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/182940.

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

Council of Science Editors:

Sarfaraz Khabbaz R. Fatigue Life Prediction of Adhesively-Bonded Fiber-Reinforced Polymer Structural Joints under Spectrum Loading Patterns. [Thesis]. EPFL; 2012. Available from: http://infoscience.epfl.ch/record/182940

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


EPFL

8. Sun, Wei. Temperature effects on material properties and structural response of polymer matrix composites.

Degree: 2015, EPFL

 Structural components used in civil engineering applications are often subjected to compressive loads. Unlike the tensile strength of fiber-reinforced polymer (FRP) materials, their compressive strength… (more)

Subjects/Keywords: FRP; compression; cross-linking; thermal lag; heating rate; kinking intiation; kink band formation; temperature; failure mechanism

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APA (6th Edition):

Sun, W. (2015). Temperature effects on material properties and structural response of polymer matrix composites. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/208788

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):

Sun, Wei. “Temperature effects on material properties and structural response of polymer matrix composites.” 2015. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/208788.

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

MLA Handbook (7th Edition):

Sun, Wei. “Temperature effects on material properties and structural response of polymer matrix composites.” 2015. Web. 23 Jun 2018.

Vancouver:

Sun W. Temperature effects on material properties and structural response of polymer matrix composites. [Internet] [Thesis]. EPFL; 2015. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/208788.

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

Council of Science Editors:

Sun W. Temperature effects on material properties and structural response of polymer matrix composites. [Thesis]. EPFL; 2015. Available from: http://infoscience.epfl.ch/record/208788

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


EPFL

9. Angelidi, Myrsini. Ductility and strain rate-dependency of adhesively-bonded timber joints.

Degree: 2017, EPFL

 One of the most important characteristics of load-bearing structures is ductility, i.e. the ability of a material or a structure to sustain inelastic deformation prior… (more)

Subjects/Keywords: timber; adhesive; bonded; joint; ductility; capacity; rate effect; mechanical joints

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

APA (6th Edition):

Angelidi, M. (2017). Ductility and strain rate-dependency of adhesively-bonded timber joints. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/229870

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):

Angelidi, Myrsini. “Ductility and strain rate-dependency of adhesively-bonded timber joints.” 2017. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/229870.

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

MLA Handbook (7th Edition):

Angelidi, Myrsini. “Ductility and strain rate-dependency of adhesively-bonded timber joints.” 2017. Web. 23 Jun 2018.

Vancouver:

Angelidi M. Ductility and strain rate-dependency of adhesively-bonded timber joints. [Internet] [Thesis]. EPFL; 2017. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/229870.

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

Council of Science Editors:

Angelidi M. Ductility and strain rate-dependency of adhesively-bonded timber joints. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/229870

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


EPFL

10. Fan, Haifeng. Structural performance of permanent post-tensioned CFRP ground anchors with strap ends.

Degree: 2017, EPFL

 Permanent post-tensioned ground anchors are widely used for the stabilization of different structures in civil engineering. Carbon fiber-reinforced polymer (CFRP) tendons have been proposed to… (more)

Subjects/Keywords: Carbon fiber-reinforced polymer; Ground anchor; Strap end; Confinement; Pull-out behavior; Load-transfer mechanism; Non-laminated strap; Laminated strap.

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APA (6th Edition):

Fan, H. (2017). Structural performance of permanent post-tensioned CFRP ground anchors with strap ends. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/230440

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):

Fan, Haifeng. “Structural performance of permanent post-tensioned CFRP ground anchors with strap ends.” 2017. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/230440.

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

MLA Handbook (7th Edition):

Fan, Haifeng. “Structural performance of permanent post-tensioned CFRP ground anchors with strap ends.” 2017. Web. 23 Jun 2018.

Vancouver:

Fan H. Structural performance of permanent post-tensioned CFRP ground anchors with strap ends. [Internet] [Thesis]. EPFL; 2017. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/230440.

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

Council of Science Editors:

Fan H. Structural performance of permanent post-tensioned CFRP ground anchors with strap ends. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/230440

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


EPFL

11. Savvilotidou, Maria. Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction.

Degree: 2017, EPFL

 The science of adhesives and adhesion for structural connections has undergone significant development during the last few decades - and successfully so in a wide… (more)

Subjects/Keywords: epoxy adhesive; cold-curing; property development; dry and wet environments; alkaline attacks; physical aging; plasticization; fatigue cycles; 100-year service life; bridge design.

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

APA (6th Edition):

Savvilotidou, M. (2017). Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/230442

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):

Savvilotidou, Maria. “Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction.” 2017. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/230442.

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

MLA Handbook (7th Edition):

Savvilotidou, Maria. “Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction.” 2017. Web. 23 Jun 2018.

Vancouver:

Savvilotidou M. Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction. [Internet] [Thesis]. EPFL; 2017. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/230442.

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

Council of Science Editors:

Savvilotidou M. Durability and fatigue performance of a typical cold-curing structural adhesive in bridge construction. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/230442

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


EPFL

12. Osei-Antwi, Michael. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.

Degree: 2014, EPFL

 Based on current fiber-reinforced polymer (FRP) composite construction principles, FRP decks fall into two categories: pultruded decks and sandwich decks. Sandwich decks comprise face sheets… (more)

Subjects/Keywords: Bridge decks; Composite bridges; Balsa wood; Sandwich panels; Fiber-reinforced polymers; Multilayer sandwich beam; Core joint; Timber insert; RC deck replacement

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

APA (6th Edition):

Osei-Antwi, M. (2014). Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/198492

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):

Osei-Antwi, Michael. “Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.” 2014. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/198492.

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

MLA Handbook (7th Edition):

Osei-Antwi, Michael. “Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks.” 2014. Web. 23 Jun 2018.

Vancouver:

Osei-Antwi M. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. [Internet] [Thesis]. EPFL; 2014. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/198492.

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

Council of Science Editors:

Osei-Antwi M. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. [Thesis]. EPFL; 2014. Available from: http://infoscience.epfl.ch/record/198492

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


EPFL

13. Pascual Agullo, Carlos. Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction.

Degree: 2014, EPFL

 This project investigates the light transmittance of load-bearing glass fiber-reinforced polymer (GFRP) laminates with a view to two architectural applications: the daylighting of buildings through… (more)

Subjects/Keywords: Glass fiber-reinforced polymer; sandwich structure; multifunctional structure; light transmittance; refractive index; daylit building; solar cell encapsulation

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

APA (6th Edition):

Pascual Agullo, C. (2014). Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/203125

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):

Pascual Agullo, Carlos. “Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction.” 2014. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/203125.

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

MLA Handbook (7th Edition):

Pascual Agullo, Carlos. “Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction.” 2014. Web. 23 Jun 2018.

Vancouver:

Pascual Agullo C. Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction. [Internet] [Thesis]. EPFL; 2014. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/203125.

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

Council of Science Editors:

Pascual Agullo C. Translucent load-bearing GFRP envelopes for daylighting and solar cell integration in building construction. [Thesis]. EPFL; 2014. Available from: http://infoscience.epfl.ch/record/203125

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


EPFL

14. Goulouti, Kyriaki. Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions.

Degree: 2016, EPFL

 The thermal bridges constitute critical regions in building envelopes and they are created due to the interruption of the insulation layer. One of the many… (more)

Subjects/Keywords: Thermal bridges; thermal break; balcony connection; linear thermal transmittance; mechanical experiments; beam experiments; power creep law; gradient regression; non-homogeneous Poisson process.

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

APA (6th Edition):

Goulouti, K. (2016). Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/219126

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):

Goulouti, Kyriaki. “Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions.” 2016. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/219126.

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

MLA Handbook (7th Edition):

Goulouti, Kyriaki. “Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions.” 2016. Web. 23 Jun 2018.

Vancouver:

Goulouti K. Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions. [Internet] [Thesis]. EPFL; 2016. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/219126.

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

Council of Science Editors:

Goulouti K. Thermal and structural performance of a new fiber-reinforced polymer thermal break for energy-efficient constructions. [Thesis]. EPFL; 2016. Available from: http://infoscience.epfl.ch/record/219126

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


EPFL

15. Yanes Armas, Sonia. Local structural effects in fiber-reinforced polymer web-core sandwich structures.

Degree: 2017, EPFL

 Glass fiber-reinforced polymer (GFRP) pultruded decks and sandwich panels currently represent two of the most extensive applications of FRP materials for load-bearing structural components in… (more)

Subjects/Keywords: Glass fiber-reinforced polymer; pultruded bridge deck; sandwich structure; local effect; transverse behavior; web-flange junction; rotational stiffness; creep behavior; polyurethane foam

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

APA (6th Edition):

Yanes Armas, S. (2017). Local structural effects in fiber-reinforced polymer web-core sandwich structures. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/231044

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):

Yanes Armas, Sonia. “Local structural effects in fiber-reinforced polymer web-core sandwich structures.” 2017. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/231044.

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

MLA Handbook (7th Edition):

Yanes Armas, Sonia. “Local structural effects in fiber-reinforced polymer web-core sandwich structures.” 2017. Web. 23 Jun 2018.

Vancouver:

Yanes Armas S. Local structural effects in fiber-reinforced polymer web-core sandwich structures. [Internet] [Thesis]. EPFL; 2017. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/231044.

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

Council of Science Editors:

Yanes Armas S. Local structural effects in fiber-reinforced polymer web-core sandwich structures. [Thesis]. EPFL; 2017. Available from: http://infoscience.epfl.ch/record/231044

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


EPFL

16. Vallée, Till. Adhesively bonded lap joints of pultruded GFRP shapes.

Degree: 2004, EPFL

 The importance of Fibre Reinforced Polymers (FRPs) as a material used for civil engineering purposes has grown in the last decade. Especially the introduction of… (more)

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

APA (6th Edition):

Vallée, T. (2004). Adhesively bonded lap joints of pultruded GFRP shapes. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33437

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):

Vallée, Till. “Adhesively bonded lap joints of pultruded GFRP shapes.” 2004. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/33437.

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

MLA Handbook (7th Edition):

Vallée, Till. “Adhesively bonded lap joints of pultruded GFRP shapes.” 2004. Web. 23 Jun 2018.

Vancouver:

Vallée T. Adhesively bonded lap joints of pultruded GFRP shapes. [Internet] [Thesis]. EPFL; 2004. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/33437.

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

Council of Science Editors:

Vallée T. Adhesively bonded lap joints of pultruded GFRP shapes. [Thesis]. EPFL; 2004. Available from: http://infoscience.epfl.ch/record/33437

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


EPFL

17. Dooley, Sean. The development of material-adapted structural form.

Degree: 2004, EPFL

 New structural materials can potentially change the technics and economics of the building and construction industry in a profound way. It is important to identify… (more)

Subjects/Keywords: structural materials; properties; form-finding; material-adapted form; matériaux structuraux; propriétés; forme recherchée; forme adaptée au matériau

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

APA (6th Edition):

Dooley, S. (2004). The development of material-adapted structural form. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33458

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):

Dooley, Sean. “The development of material-adapted structural form.” 2004. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/33458.

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

MLA Handbook (7th Edition):

Dooley, Sean. “The development of material-adapted structural form.” 2004. Web. 23 Jun 2018.

Vancouver:

Dooley S. The development of material-adapted structural form. [Internet] [Thesis]. EPFL; 2004. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/33458.

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

Council of Science Editors:

Dooley S. The development of material-adapted structural form. [Thesis]. EPFL; 2004. Available from: http://infoscience.epfl.ch/record/33458

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


EPFL

18. Gürtler, Herbert W. Composite action of FRP bridge decks adhesively bonded to steel main girders.

Degree: 2005, EPFL

 Up until today reinforced concrete has been used in most cases for the manufacturing of bridge decks. Depending on the quality of the work carried… (more)

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

APA (6th Edition):

Gürtler, H. W. (2005). Composite action of FRP bridge decks adhesively bonded to steel main girders. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33604

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):

Gürtler, Herbert W. “Composite action of FRP bridge decks adhesively bonded to steel main girders.” 2005. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/33604.

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

MLA Handbook (7th Edition):

Gürtler, Herbert W. “Composite action of FRP bridge decks adhesively bonded to steel main girders.” 2005. Web. 23 Jun 2018.

Vancouver:

Gürtler HW. Composite action of FRP bridge decks adhesively bonded to steel main girders. [Internet] [Thesis]. EPFL; 2005. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/33604.

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

Council of Science Editors:

Gürtler HW. Composite action of FRP bridge decks adhesively bonded to steel main girders. [Thesis]. EPFL; 2005. Available from: http://infoscience.epfl.ch/record/33604

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


EPFL

19. Castro San Román, Julia de. System ductility and redundancy of FRP structures with ductile adhesively-bonded joints.

Degree: 2005, EPFL

 Fiber-reinforced polymer (FRP) composites offer several advantages in relation to traditional materials, such as high specific strength, good corrosion resistance, low thermal conductivity and rapid… (more)

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APA (6th Edition):

Castro San Román, J. d. (2005). System ductility and redundancy of FRP structures with ductile adhesively-bonded joints. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33682

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):

Castro San Román, Julia de. “System ductility and redundancy of FRP structures with ductile adhesively-bonded joints.” 2005. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/33682.

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

MLA Handbook (7th Edition):

Castro San Román, Julia de. “System ductility and redundancy of FRP structures with ductile adhesively-bonded joints.” 2005. Web. 23 Jun 2018.

Vancouver:

Castro San Román Jd. System ductility and redundancy of FRP structures with ductile adhesively-bonded joints. [Internet] [Thesis]. EPFL; 2005. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/33682.

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

Council of Science Editors:

Castro San Román Jd. System ductility and redundancy of FRP structures with ductile adhesively-bonded joints. [Thesis]. EPFL; 2005. Available from: http://infoscience.epfl.ch/record/33682

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


EPFL

20. Tracy, Craig D. Fire endurance of multicellular panels in an FRP building system.

Degree: 2005, EPFL

 Fiber-reinforced synthetic polymers (FRP) are the building materials that may permit both the improvement of long-term building performance and the simplification of the construction process.… (more)

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APA (6th Edition):

Tracy, C. D. (2005). Fire endurance of multicellular panels in an FRP building system. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/33721

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):

Tracy, Craig D. “Fire endurance of multicellular panels in an FRP building system.” 2005. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/33721.

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

MLA Handbook (7th Edition):

Tracy, Craig D. “Fire endurance of multicellular panels in an FRP building system.” 2005. Web. 23 Jun 2018.

Vancouver:

Tracy CD. Fire endurance of multicellular panels in an FRP building system. [Internet] [Thesis]. EPFL; 2005. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/33721.

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

Council of Science Editors:

Tracy CD. Fire endurance of multicellular panels in an FRP building system. [Thesis]. EPFL; 2005. Available from: http://infoscience.epfl.ch/record/33721

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


EPFL

21. Riebel, Florian. Structural behavior and durability of multifunctional fiber-reinforced polymer components.

Degree: 2006, EPFL

 In the context of sustainable development, building insulation represents a major concern as a means of increasing energy efficiency. In order to comply with new… (more)

Subjects/Keywords: alkalinity; concrete slab; EDX; diffusion; durability; GFRP; glass fibers; moisture; pultrusion; SEM; thermal insulation; alcalinité; dalle en béton; EDS; diffusion; durabilité; polymères renforcés de fibres de verre; fibres de verre; humidité; pultrusion; MEB; isolation thermique

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

APA (6th Edition):

Riebel, F. (2006). Structural behavior and durability of multifunctional fiber-reinforced polymer components. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/91136

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):

Riebel, Florian. “Structural behavior and durability of multifunctional fiber-reinforced polymer components.” 2006. Thesis, EPFL. Accessed June 23, 2018. http://infoscience.epfl.ch/record/91136.

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

MLA Handbook (7th Edition):

Riebel, Florian. “Structural behavior and durability of multifunctional fiber-reinforced polymer components.” 2006. Web. 23 Jun 2018.

Vancouver:

Riebel F. Structural behavior and durability of multifunctional fiber-reinforced polymer components. [Internet] [Thesis]. EPFL; 2006. [cited 2018 Jun 23]. Available from: http://infoscience.epfl.ch/record/91136.

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

Council of Science Editors:

Riebel F. Structural behavior and durability of multifunctional fiber-reinforced polymer components. [Thesis]. EPFL; 2006. Available from: http://infoscience.epfl.ch/record/91136

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

.