Advanced search options

Advanced Search Options 🞨

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

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(deck joint). Showing records 1 – 13 of 13 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters


Iowa State University

1. Morandeira-Alonso, David Andres. Rapid bridge deck joint repair investigation - Phase III.

Degree: 2018, Iowa State University

 Accelerated Bridge Construction (ABC) technologies are changing the ways State Departments of Transportation (DOTs) do business. Subsequently, a three-phase project on the Rapid Bridge Deck(more)

Subjects/Keywords: bridge deck; bridge joint repair; bridge maintenance; expansion joint replacement; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Morandeira-Alonso, D. A. (2018). Rapid bridge deck joint repair investigation - Phase III. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/16420

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):

Morandeira-Alonso, David Andres. “Rapid bridge deck joint repair investigation - Phase III.” 2018. Thesis, Iowa State University. Accessed August 18, 2019. https://lib.dr.iastate.edu/etd/16420.

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

MLA Handbook (7th Edition):

Morandeira-Alonso, David Andres. “Rapid bridge deck joint repair investigation - Phase III.” 2018. Web. 18 Aug 2019.

Vancouver:

Morandeira-Alonso DA. Rapid bridge deck joint repair investigation - Phase III. [Internet] [Thesis]. Iowa State University; 2018. [cited 2019 Aug 18]. Available from: https://lib.dr.iastate.edu/etd/16420.

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

Council of Science Editors:

Morandeira-Alonso DA. Rapid bridge deck joint repair investigation - Phase III. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/16420

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


Virginia Tech

2. Rivera, Elias Alexander. Fatigue Assessment for Failed Bridge Deck Closure Pour.

Degree: MS, Civil Engineering, 2012, Virginia Tech

 After 17 years in service, a 3 ft by 3 ft closure pour section of an Interstate 81 (I-81) bridge deck failed by punching through… (more)

Subjects/Keywords: construction joint; reinforcing steel; closure pour; bridge deck; fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rivera, E. A. (2012). Fatigue Assessment for Failed Bridge Deck Closure Pour. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/33242

Chicago Manual of Style (16th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Masters Thesis, Virginia Tech. Accessed August 18, 2019. http://hdl.handle.net/10919/33242.

MLA Handbook (7th Edition):

Rivera, Elias Alexander. “Fatigue Assessment for Failed Bridge Deck Closure Pour.” 2012. Web. 18 Aug 2019.

Vancouver:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/10919/33242.

Council of Science Editors:

Rivera EA. Fatigue Assessment for Failed Bridge Deck Closure Pour. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/33242


University of Texas – Austin

3. Donnelly, Kristen Shawn. Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints.

Degree: Civil, Architectural, and Environmental Engineering, 2009, University of Texas – Austin

 Following development of rectangular prestressed, precast concrete panels (PCP) that could be used as stay-in-place formwork adjacent to expansion joints in bridge decks, the Texas… (more)

Subjects/Keywords: expansion joint; composite bridge deck; panel surface condition; precast concrete panel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Donnelly, K. S. (2009). Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-05-112

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):

Donnelly, Kristen Shawn. “Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints.” 2009. Thesis, University of Texas – Austin. Accessed August 18, 2019. http://hdl.handle.net/2152/ETD-UT-2009-05-112.

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

MLA Handbook (7th Edition):

Donnelly, Kristen Shawn. “Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints.” 2009. Web. 18 Aug 2019.

Vancouver:

Donnelly KS. Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints. [Internet] [Thesis]. University of Texas – Austin; 2009. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-112.

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

Council of Science Editors:

Donnelly KS. Influence of precast concrete panel surface condition on behavior of composite bridge decks at skewed expansion joints. [Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-05-112

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


Iowa State University

4. Hartwell, Douglas Robert. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.

Degree: 2011, Iowa State University

 Accelerated bridge construction is one rapid renewal technique being investigated to address the needs of the United States' aging infrastructure under the Second Strategic Highway… (more)

Subjects/Keywords: ABC; accelerated bridge construction; deck joint; UHPC; Ultra High Performance Concrete; Civil and Environmental Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hartwell, D. R. (2011). Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/10420

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):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Thesis, Iowa State University. Accessed August 18, 2019. https://lib.dr.iastate.edu/etd/10420.

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

MLA Handbook (7th Edition):

Hartwell, Douglas Robert. “Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction.” 2011. Web. 18 Aug 2019.

Vancouver:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Internet] [Thesis]. Iowa State University; 2011. [cited 2019 Aug 18]. Available from: https://lib.dr.iastate.edu/etd/10420.

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

Council of Science Editors:

Hartwell DR. Laboratory testing of Ultra High Performance Concrete deck joints for use in accelerated bridge construction. [Thesis]. Iowa State University; 2011. Available from: https://lib.dr.iastate.edu/etd/10420

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


Kyoto University / 京都大学

5. Li, Ming. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究.

Degree: 博士(工学), 2014, Kyoto University / 京都大学

新制・課程博士

甲第18653号

工博第3962号

Subjects/Keywords: Fatigue; Orthotropic steel bridge deck; Asphalt surfacing; Rib-to-Deck Joint

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Li, M. (2014). Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究. (Thesis). Kyoto University / 京都大学. Retrieved from http://hdl.handle.net/2433/193578 ; http://dx.doi.org/10.14989/doctor.k18653

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):

Li, Ming. “Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究.” 2014. Thesis, Kyoto University / 京都大学. Accessed August 18, 2019. http://hdl.handle.net/2433/193578 ; http://dx.doi.org/10.14989/doctor.k18653.

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

MLA Handbook (7th Edition):

Li, Ming. “Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究.” 2014. Web. 18 Aug 2019.

Vancouver:

Li M. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究. [Internet] [Thesis]. Kyoto University / 京都大学; 2014. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/2433/193578 ; http://dx.doi.org/10.14989/doctor.k18653.

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

Council of Science Editors:

Li M. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks : 鋼床版のリブ-デッキプレート溶接部の疲労耐久性評価に関する研究. [Thesis]. Kyoto University / 京都大学; 2014. Available from: http://hdl.handle.net/2433/193578 ; http://dx.doi.org/10.14989/doctor.k18653

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

6. Li, Ming. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks .

Degree: 2014, Kyoto University

Subjects/Keywords: Fatigue; Orthotropic steel bridge deck; Asphalt surfacing; Rib-to-Deck Joint

Page 1 Page 2 Page 3 Page 4

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Li, M. (2014). Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks . (Thesis). Kyoto University. Retrieved from http://hdl.handle.net/2433/193578

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):

Li, Ming. “Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks .” 2014. Thesis, Kyoto University. Accessed August 18, 2019. http://hdl.handle.net/2433/193578.

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

MLA Handbook (7th Edition):

Li, Ming. “Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks .” 2014. Web. 18 Aug 2019.

Vancouver:

Li M. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks . [Internet] [Thesis]. Kyoto University; 2014. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/2433/193578.

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

Council of Science Editors:

Li M. Fatigue Evaluation of Rib-to-Deck Joint in Orthotropic Steel Bridge Decks . [Thesis]. Kyoto University; 2014. Available from: http://hdl.handle.net/2433/193578

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


EPFL

7. 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

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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 August 18, 2019. 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. 18 Aug 2019.

Vancouver:

Osei-Antwi M. Structural performance of complex core systems for FRP-balsa composite sandwich bridge decks. [Internet] [Thesis]. EPFL; 2014. [cited 2019 Aug 18]. 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


Delft University of Technology

8. Jiang, X. Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints.

Degree: 2013, Delft University of Technology

 During the last two decades, fiber-reinforced polymer (FRP) bridge decks have been increasingly used as a competitive alternative for wood, concrete and orthotropic steel decks,… (more)

Subjects/Keywords: FRP deck; composite bridge; adhesively-bonded joint; environmental effects; moisture; mechanical behaviour; durability

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jiang, X. (2013). Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03

Chicago Manual of Style (16th Edition):

Jiang, X. “Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints.” 2013. Doctoral Dissertation, Delft University of Technology. Accessed August 18, 2019. http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03.

MLA Handbook (7th Edition):

Jiang, X. “Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints.” 2013. Web. 18 Aug 2019.

Vancouver:

Jiang X. Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints. [Internet] [Doctoral dissertation]. Delft University of Technology; 2013. [cited 2019 Aug 18]. Available from: http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03.

Council of Science Editors:

Jiang X. Mechanical Behaviour and Durability of FRP-to-steel Adhesively-bonded Joints. [Doctoral Dissertation]. Delft University of Technology; 2013. Available from: http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; urn:NBN:nl:ui:24-uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03 ; http://resolver.tudelft.nl/uuid:a2a6b126-cc13-4390-aff5-71af61b4bd03


University of Waterloo

9. Carrillo Garcia, Ivan Adolfo. Analysis of Longitudinal Surveys with Missing Responses.

Degree: 2008, University of Waterloo

 Longitudinal surveys have emerged in recent years as an important data collection tool for population studies where the primary interest is to examine population changes… (more)

Subjects/Keywords: Longitudinal surveys; Complex surveys; GEE; Pseudo-GEE; Missing values; Weighted GEE; Hot- deck imputation; Consistency of Pseudo-GEE estimators (with hot-deck imputation); Variance estimation; Joint randomization

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Carrillo Garcia, I. A. (2008). Analysis of Longitudinal Surveys with Missing Responses. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/3971

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):

Carrillo Garcia, Ivan Adolfo. “Analysis of Longitudinal Surveys with Missing Responses.” 2008. Thesis, University of Waterloo. Accessed August 18, 2019. http://hdl.handle.net/10012/3971.

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

MLA Handbook (7th Edition):

Carrillo Garcia, Ivan Adolfo. “Analysis of Longitudinal Surveys with Missing Responses.” 2008. Web. 18 Aug 2019.

Vancouver:

Carrillo Garcia IA. Analysis of Longitudinal Surveys with Missing Responses. [Internet] [Thesis]. University of Waterloo; 2008. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/10012/3971.

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

Council of Science Editors:

Carrillo Garcia IA. Analysis of Longitudinal Surveys with Missing Responses. [Thesis]. University of Waterloo; 2008. Available from: http://hdl.handle.net/10012/3971

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


Université de Sherbrooke

10. Youssef, Mohamed. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .

Degree: 2019, Université de Sherbrooke

 Abstract: Accelerated bridge construction (ABC) techniques have become increasingly commonplace alternatives to conventional construction techniques over the recent years. This thesis investigates the structural behavior… (more)

Subjects/Keywords: Accelerated bridge construction; ABC; UHPFRC; GFRP; Construction accélérée de ponts; BFUP; PRFV; Ultra-high-performance fiber-reinforced concrete; Ultra high performance fiber reinforced concrete; Precast concrete slabs; Bridge deck; Glass-fiber-reinforced-polymer; Glass fiber reinforced polymer; Joint; Longitudinal joint; Transverse joint; Connection; Deflection; Shear strength; Bridge design code; Splice length; Joint width; Dalles de béton préfabriquées; Connexion; Longueur de recouvrement; Code de conception de pont; Flèche

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Youssef, M. (2019). Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . (Doctoral Dissertation). Université de Sherbrooke. Retrieved from http://hdl.handle.net/11143/15201

Chicago Manual of Style (16th Edition):

Youssef, Mohamed. “Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .” 2019. Doctoral Dissertation, Université de Sherbrooke. Accessed August 18, 2019. http://hdl.handle.net/11143/15201.

MLA Handbook (7th Edition):

Youssef, Mohamed. “Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction .” 2019. Web. 18 Aug 2019.

Vancouver:

Youssef M. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . [Internet] [Doctoral dissertation]. Université de Sherbrooke; 2019. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/11143/15201.

Council of Science Editors:

Youssef M. Structural behavior of GFRP-RC bridge-deck slabs connected with UHPFRC closure joints in accelerated bridge construction . [Doctoral Dissertation]. Université de Sherbrooke; 2019. Available from: http://hdl.handle.net/11143/15201


Brno University of Technology

11. Smělíková, Petra. Přemostění řeky Svitavy a tratě ČD v Blansku .

Degree: 2015, Brno University of Technology

 Předmětem diplomové práce je rozpracování studie přemostění řeky Svitavy a tratě ČD v Blansku. Jedná se o pětipolový ocelový trámový silniční most s dolní mostovkou,… (more)

Subjects/Keywords: silniční most; dolní mostovka; ocelobetonová mostovka; spřažení; spojitý nosník; Protasův nosník; deska; příčník; trám; konzola; příhradová konstrukce; diagonála; styčník; svarový spoj; ocel; beton; road bridge; through-span; reinforced concrete bridge deck; bonding; continuous beam; Protas beam; slab; cross beam; beam; cantilever; truss construction; diagonal; panel joint; welded joint; steel; concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Smělíková, P. (2015). Přemostění řeky Svitavy a tratě ČD v Blansku . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37766

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):

Smělíková, Petra. “Přemostění řeky Svitavy a tratě ČD v Blansku .” 2015. Thesis, Brno University of Technology. Accessed August 18, 2019. http://hdl.handle.net/11012/37766.

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

MLA Handbook (7th Edition):

Smělíková, Petra. “Přemostění řeky Svitavy a tratě ČD v Blansku .” 2015. Web. 18 Aug 2019.

Vancouver:

Smělíková P. Přemostění řeky Svitavy a tratě ČD v Blansku . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/11012/37766.

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

Council of Science Editors:

Smělíková P. Přemostění řeky Svitavy a tratě ČD v Blansku . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37766

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


Virginia Tech

12. Majumdar, Prasun Kanti. Strength and Life Prediction of FRP Composite Bridge Deck.

Degree: PhD, Engineering Science and Mechanics, 2008, Virginia Tech

 Fiber reinforced polymer (FRP) composites are considered very promising for infrastructure applications such as repair, rehabilitation and replacement of deteriorated bridge decks. However, there is… (more)

Subjects/Keywords: Performance evaluation; FRP bridge deck; Fatigue life; Adhesive joint; Tire patch loading; Pultrusion; Strength and failure mode

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Majumdar, P. K. (2008). Strength and Life Prediction of FRP Composite Bridge Deck. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/27285

Chicago Manual of Style (16th Edition):

Majumdar, Prasun Kanti. “Strength and Life Prediction of FRP Composite Bridge Deck.” 2008. Doctoral Dissertation, Virginia Tech. Accessed August 18, 2019. http://hdl.handle.net/10919/27285.

MLA Handbook (7th Edition):

Majumdar, Prasun Kanti. “Strength and Life Prediction of FRP Composite Bridge Deck.” 2008. Web. 18 Aug 2019.

Vancouver:

Majumdar PK. Strength and Life Prediction of FRP Composite Bridge Deck. [Internet] [Doctoral dissertation]. Virginia Tech; 2008. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/10919/27285.

Council of Science Editors:

Majumdar PK. Strength and Life Prediction of FRP Composite Bridge Deck. [Doctoral Dissertation]. Virginia Tech; 2008. Available from: http://hdl.handle.net/10919/27285


Brno University of Technology

13. Grussmann, Jan. Zastřešení víceúčelové sportovní haly v Brně .

Degree: 2012, Brno University of Technology

 Bakalářská práce se zabývá návrhem a statickým posouzením hlavních nosných prvků konstrukce zastřešení víceúčelové sportovní haly v Brně. Je přitom kladen důraz na optimalizaci návrhu… (more)

Subjects/Keywords: zastřešení; střešní plášť; zakřivený vazník; vaznice; krokev; OSB; ztužidlo; lepené lamelové dřevo; kolíkový spoj; ČSN EN 1995-1-1; mezní stav únosnosti; mezní stav použitelnosti; požární odolnost; roof; roof deck; curved girder; purlin; rafter; OSB; bracing; glued laminated timber; pin joint; ČSN EN 1995-1-1; ultimate limit state; serviceability limit state; fire resistance

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Grussmann, J. (2012). Zastřešení víceúčelové sportovní haly v Brně . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/15990

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):

Grussmann, Jan. “Zastřešení víceúčelové sportovní haly v Brně .” 2012. Thesis, Brno University of Technology. Accessed August 18, 2019. http://hdl.handle.net/11012/15990.

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

MLA Handbook (7th Edition):

Grussmann, Jan. “Zastřešení víceúčelové sportovní haly v Brně .” 2012. Web. 18 Aug 2019.

Vancouver:

Grussmann J. Zastřešení víceúčelové sportovní haly v Brně . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Aug 18]. Available from: http://hdl.handle.net/11012/15990.

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

Council of Science Editors:

Grussmann J. Zastřešení víceúčelové sportovní haly v Brně . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/15990

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

.