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You searched for subject:( Steel concrete composite bridge). Showing records 1 – 30 of 20474 total matches.

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University of Lund

1. Mehri, Hassan. Bracing of steel bridges during construction; theory, full-scale tests and simulations.

Degree: 2015, University of Lund

 A number of steel bridges have suffered lateral-torsional failure during their construction due to their lacking adequate lateral and/or rotational stiffness. In most cases, slight… (more)

Subjects/Keywords: Samhällsbyggnadsteknik; Bracing; steel-concrete composite; steel; bridge; test; construction; laboratory; experiment; experimental; theory

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

APA (6th Edition):

Mehri, H. (2015). Bracing of steel bridges during construction; theory, full-scale tests and simulations. (Doctoral Dissertation). University of Lund. Retrieved from http://lup.lub.lu.se/record/8431511 ; http://portal.research.lu.se/ws/files/5393396/8571717.pdf

Chicago Manual of Style (16th Edition):

Mehri, Hassan. “Bracing of steel bridges during construction; theory, full-scale tests and simulations.” 2015. Doctoral Dissertation, University of Lund. Accessed August 21, 2019. http://lup.lub.lu.se/record/8431511 ; http://portal.research.lu.se/ws/files/5393396/8571717.pdf.

MLA Handbook (7th Edition):

Mehri, Hassan. “Bracing of steel bridges during construction; theory, full-scale tests and simulations.” 2015. Web. 21 Aug 2019.

Vancouver:

Mehri H. Bracing of steel bridges during construction; theory, full-scale tests and simulations. [Internet] [Doctoral dissertation]. University of Lund; 2015. [cited 2019 Aug 21]. Available from: http://lup.lub.lu.se/record/8431511 ; http://portal.research.lu.se/ws/files/5393396/8571717.pdf.

Council of Science Editors:

Mehri H. Bracing of steel bridges during construction; theory, full-scale tests and simulations. [Doctoral Dissertation]. University of Lund; 2015. Available from: http://lup.lub.lu.se/record/8431511 ; http://portal.research.lu.se/ws/files/5393396/8571717.pdf

2. Fredriksson, Jacob. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.

Degree: Environmental and Natural Resources Engineering, 2019, Luleå University of Technology

The purpose of this master thesis is to provide suggestions of how composite bridges with I-beams (steel beams and concrete slab connected via shear… (more)

Subjects/Keywords: Composite action; bridge; widening; concrete; steel; samverkan; bro; breddning; betong; stål; Infrastructure Engineering; Infrastrukturteknik

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APA (6th Edition):

Fredriksson, J. (2019). Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047

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):

Fredriksson, Jacob. “Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.” 2019. Thesis, Luleå University of Technology. Accessed August 21, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047.

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

MLA Handbook (7th Edition):

Fredriksson, Jacob. “Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar.” 2019. Web. 21 Aug 2019.

Vancouver:

Fredriksson J. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. [Internet] [Thesis]. Luleå University of Technology; 2019. [cited 2019 Aug 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047.

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

Council of Science Editors:

Fredriksson J. Breddning av samverkansbroar : En studie om förberedande åtgärder vid nyproduktion av samverkansbroar för att klara framtida körfältsökningar. [Thesis]. Luleå University of Technology; 2019. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-73047

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

3. Szabó, Bertalan. Influence of Shear Connectors on the Elastic Behaviour of Composite Girders.

Degree: 2006, Helsinki University of Technology

The effect of deformable and rigid connectors and influence of connection parameters on the behaviour of composite girders is examined. Both the elastic and plastic… (more)

Subjects/Keywords: steel-concrete and wood-concrete composite girders; bridge; shear connection; flexible connectors; finite element method; parametric study

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APA (6th Edition):

Szabó, B. (2006). Influence of Shear Connectors on the Elastic Behaviour of Composite Girders. (Thesis). Helsinki University of Technology. Retrieved from http://lib.tkk.fi/Diss/2006/isbn9512284472/

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):

Szabó, Bertalan. “Influence of Shear Connectors on the Elastic Behaviour of Composite Girders.” 2006. Thesis, Helsinki University of Technology. Accessed August 21, 2019. http://lib.tkk.fi/Diss/2006/isbn9512284472/.

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

MLA Handbook (7th Edition):

Szabó, Bertalan. “Influence of Shear Connectors on the Elastic Behaviour of Composite Girders.” 2006. Web. 21 Aug 2019.

Vancouver:

Szabó B. Influence of Shear Connectors on the Elastic Behaviour of Composite Girders. [Internet] [Thesis]. Helsinki University of Technology; 2006. [cited 2019 Aug 21]. Available from: http://lib.tkk.fi/Diss/2006/isbn9512284472/.

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

Council of Science Editors:

Szabó B. Influence of Shear Connectors on the Elastic Behaviour of Composite Girders. [Thesis]. Helsinki University of Technology; 2006. Available from: http://lib.tkk.fi/Diss/2006/isbn9512284472/

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


Brno University of Technology

4. Mendroková, Magda. Most v obci Návsí přes řeku Olši .

Degree: 2013, Brno University of Technology

 Diplomová práce se zabývá návrhem a posouzením ocelového obloukového mostu s mezilehlou ocelobetonovou mostovkou na silnici III. třídy. Tato konstrukce přemosťuje vodní překážku – řeku… (more)

Subjects/Keywords: Spřažený ocelobetonový most; silniční most; mezilehlá mostovka; oblouk; deska; táhlo; silnice III. třídy; Composite steel-concrete bridge; road bridge; semi through type deck; arch; deck; tie-rod; Road III. Class

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

APA (6th Edition):

Mendroková, M. (2013). Most v obci Návsí přes řeku Olši . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29621

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):

Mendroková, Magda. “Most v obci Návsí přes řeku Olši .” 2013. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/29621.

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

MLA Handbook (7th Edition):

Mendroková, Magda. “Most v obci Návsí přes řeku Olši .” 2013. Web. 21 Aug 2019.

Vancouver:

Mendroková M. Most v obci Návsí přes řeku Olši . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/29621.

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

Council of Science Editors:

Mendroková M. Most v obci Návsí přes řeku Olši . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29621

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


Brno University of Technology

5. Hollý, Tomáš. SO 217 Most přes řeku Morávku v km 6.205 .

Degree: 2012, Brno University of Technology

 Předmětem diplomové práce je návrh a posouzení ocelové nosné konstrukce spřaženého ocelobetonového silničního mostu. Jedná se o spojitý nosník o sedmi polích, jejichž rozpětí je… (more)

Subjects/Keywords: spřažený ocelobetonový most; silniční most; spojitý nosník; fáze výstavby; zatížení; návrh; ložisko; hlavní nosník; composite steel-concrete bridge; road bridge; continuous beam; construction phase; load; design; bearing; main beam

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APA (6th Edition):

Hollý, T. (2012). SO 217 Most přes řeku Morávku v km 6.205 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/10362

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):

Hollý, Tomáš. “SO 217 Most přes řeku Morávku v km 6.205 .” 2012. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/10362.

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

MLA Handbook (7th Edition):

Hollý, Tomáš. “SO 217 Most přes řeku Morávku v km 6.205 .” 2012. Web. 21 Aug 2019.

Vancouver:

Hollý T. SO 217 Most přes řeku Morávku v km 6.205 . [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/10362.

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

Council of Science Editors:

Hollý T. SO 217 Most přes řeku Morávku v km 6.205 . [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/10362

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


Brno University of Technology

6. Kloda, Petr. Ocelová konstrukce silničního mostu .

Degree: 2019, Brno University of Technology

 Cílem diplomové práce byl návrh spřaženého ocelobetonového silničního mostu pro silnici I. třídy v Ostravě. Součástí návrhu je variantní řešení mostu pro teoretická rozpětí 44… (more)

Subjects/Keywords: Spřažený ocelobetonový most; dvoutrámový most; komorový most; silniční most; ocelová konstrukce; statický výpočet; montáž výsunem; Steel-concrete composite bridge; twin-girder bridge; box-girder bridge; road bridge; steel structure; structural design report; assembly by launching

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APA (6th Edition):

Kloda, P. (2019). Ocelová konstrukce silničního mostu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137545

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):

Kloda, Petr. “Ocelová konstrukce silničního mostu .” 2019. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/137545.

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

MLA Handbook (7th Edition):

Kloda, Petr. “Ocelová konstrukce silničního mostu .” 2019. Web. 21 Aug 2019.

Vancouver:

Kloda P. Ocelová konstrukce silničního mostu . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/137545.

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

Council of Science Editors:

Kloda P. Ocelová konstrukce silničního mostu . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137545

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


Brno University of Technology

7. Kuba, Michal. Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova .

Degree: 2018, Brno University of Technology

 Obsahem práce je variantní návrh nosné konstrukce komorového silničního mostu na obchvatu města Bludov. Most je navržený jako spřažený ocelobetonový o 5 polích s rozpětím 31,25… (more)

Subjects/Keywords: most; ocelová konstrukce; ocelobetonový most; silniční most; nosná konstrukce; spřažená konstrukce; komorový most; statický výpočet; statické posouzení; výkresová dokumentace; bridge; steel structure; steel concrete bridge; road bridge; bearing structure; composite structure; box-girder bridge; static assessment; static report; drawings

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

APA (6th Edition):

Kuba, M. (2018). Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70743

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):

Kuba, Michal. “Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova .” 2018. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/70743.

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

MLA Handbook (7th Edition):

Kuba, Michal. “Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova .” 2018. Web. 21 Aug 2019.

Vancouver:

Kuba M. Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/70743.

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

Council of Science Editors:

Kuba M. Návrh silničního ocelobetonového komorového mostu na obchvatu Bludova . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70743

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


Universitat Politècnica de València

8. Alós Moya, José. Análisis de la respuesta frente al fuego de puentes mixtos multijácena .

Degree: 2019, Universitat Politècnica de València

 [ES] El diseño de puentes, a diferencia de lo que ocurre con el diseño de edificios o con el diseño de túneles ha dejado de… (more)

Subjects/Keywords: Fire; Fuego; Bridge; Puente; CFD; FDS; Abaqus; Steel girder bridge; Puente metálico de vigas; I.65 overpass; Performance-based design; Diseño basado en prestaciones; Valencia bridge fire tests; Steel-concrete composite bridge; Puente mixto de hormigón y acero; Mass loss rate; Tasa de pérdida de masa; Bridge fire; Fuego en puentes; Bridge resilience; Numerical modeling; Modelado numérico

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APA (6th Edition):

Alós Moya, J. (2019). Análisis de la respuesta frente al fuego de puentes mixtos multijácena . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/116625

Chicago Manual of Style (16th Edition):

Alós Moya, José. “Análisis de la respuesta frente al fuego de puentes mixtos multijácena .” 2019. Doctoral Dissertation, Universitat Politècnica de València. Accessed August 21, 2019. http://hdl.handle.net/10251/116625.

MLA Handbook (7th Edition):

Alós Moya, José. “Análisis de la respuesta frente al fuego de puentes mixtos multijácena .” 2019. Web. 21 Aug 2019.

Vancouver:

Alós Moya J. Análisis de la respuesta frente al fuego de puentes mixtos multijácena . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2019. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/10251/116625.

Council of Science Editors:

Alós Moya J. Análisis de la respuesta frente al fuego de puentes mixtos multijácena . [Doctoral Dissertation]. Universitat Politècnica de València; 2019. Available from: http://hdl.handle.net/10251/116625


Brno University of Technology

9. Vlček, Radek. Ocelová konstrukce mostu na pozemní komunikaci .

Degree: 2016, Brno University of Technology

 Náplní diplomové práce je návrh ocelové nosné konstrukce mostu o rozpětí 31+74+31m s dolní mostovkou převádějící silnici II. třídy v oblasti města Olomouc. Mostovka je… (more)

Subjects/Keywords: nosná konstrukce; ocel; obloukový most; silniční most; nakloněný oblouk; spřažená ocelobetonová deska; dolní mostovka; silnice II. třídy; load-bearing structure; steel; arched bridge; road bridge; inclined arch; composite steel-concrete slab; bottom bridge deck; second-class road

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APA (6th Edition):

Vlček, R. (2016). Ocelová konstrukce mostu na pozemní komunikaci . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57722

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):

Vlček, Radek. “Ocelová konstrukce mostu na pozemní komunikaci .” 2016. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/57722.

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

MLA Handbook (7th Edition):

Vlček, Radek. “Ocelová konstrukce mostu na pozemní komunikaci .” 2016. Web. 21 Aug 2019.

Vancouver:

Vlček R. Ocelová konstrukce mostu na pozemní komunikaci . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/57722.

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

Council of Science Editors:

Vlček R. Ocelová konstrukce mostu na pozemní komunikaci . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57722

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

10. Vijayalakshmi D. Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion.

Degree: Civil Engineering, 2011, Karunya University

The thesis is concerned with the Ultimate Strength and Behaviour of a new type of composite beam called Confined Steel Concrete Composite Beam subjected to… (more)

Subjects/Keywords: Civil Engineering; Confined Steel Concrete Composite Beam

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APA (6th Edition):

D, V. (2011). Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion. (Thesis). Karunya University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/10105

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):

D, Vijayalakshmi. “Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion.” 2011. Thesis, Karunya University. Accessed August 21, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/10105.

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

MLA Handbook (7th Edition):

D, Vijayalakshmi. “Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion.” 2011. Web. 21 Aug 2019.

Vancouver:

D V. Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion. [Internet] [Thesis]. Karunya University; 2011. [cited 2019 Aug 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10105.

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

Council of Science Editors:

D V. Experimental and theoretical studies on confined steel concrete composite beams under combined bending and torsion. [Thesis]. Karunya University; 2011. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/10105

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


Addis Ababa University

11. Sintayehu, Melaku. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .

Degree: 2015, Addis Ababa University

 In the current world, one of the most common bridge construction technologies is steel concrete composite bridge. The primary advantages of this technology are: their… (more)

Subjects/Keywords: STEEL CONCRETE; ECONOMIC DESIGN; COMPOSITE BRIDGES

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APA (6th Edition):

Sintayehu, M. (2015). ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/8018

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):

Sintayehu, Melaku. “ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .” 2015. Thesis, Addis Ababa University. Accessed August 21, 2019. http://etd.aau.edu.et/dspace/handle/123456789/8018.

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

MLA Handbook (7th Edition):

Sintayehu, Melaku. “ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES .” 2015. Web. 21 Aug 2019.

Vancouver:

Sintayehu M. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2019 Aug 21]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8018.

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

Council of Science Editors:

Sintayehu M. ECONOMIC DESIGN OF STEEL CONCRETE COMPOSITE BRIDGES . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8018

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

12. Godinho, Diogo de Oliveira Vinhas. Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo.

Degree: 2014, Instituto Politécnico do Porto

Trabalho académico com o objetivo do autor desenvolver um estudo prévio e um projeto de uma travessia sobre o rio Lima, na cidade de Viana… (more)

Subjects/Keywords: Ponte de Tirantes; Ponte Rodoferroviária; Estruturas Metálicas; Estruturas Mistas Aço-Betão; Treliça Warren; Rio Lima; Viana do Castelo; Cable-Stayed Bridge; Road-Railway Bridge; Steel Structures; Steel-Concrete Composite Structure; Warren truss; Lima River

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APA (6th Edition):

Godinho, D. d. O. V. (2014). Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo. (Thesis). Instituto Politécnico do Porto. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5701

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):

Godinho, Diogo de Oliveira Vinhas. “Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo.” 2014. Thesis, Instituto Politécnico do Porto. Accessed August 21, 2019. http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5701.

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

MLA Handbook (7th Edition):

Godinho, Diogo de Oliveira Vinhas. “Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo.” 2014. Web. 21 Aug 2019.

Vancouver:

Godinho DdOV. Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo. [Internet] [Thesis]. Instituto Politécnico do Porto; 2014. [cited 2019 Aug 21]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5701.

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

Council of Science Editors:

Godinho DdOV. Projeto de uma ponte atirantada rodoferroviária sobre o rio Lima, Viana do Castelo. [Thesis]. Instituto Politécnico do Porto; 2014. Available from: http://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/5701

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

13. Fabrizzi, Marcela de Arruda. Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto.

Degree: Mestrado, Estruturas, 2007, University of São Paulo

Este trabalho objetivou o estudo dos edifícios de múltiplos andares constituídos por elementos mistos aço-concreto, com enfoque acadêmico, porém abordando aspectos e recomendações normativas diretamente… (more)

Subjects/Keywords: Buildings; Composite beams steel-concrete; Composite columns steel-concrete; Composite elements steel-concrete; Composite slabs steel-concrete; Composite structures steel-concrete; Edifícios; Elementos mistos aço-concreto; Estruturas de aço; Estruturas mistas aço-concreto; Lajes mistas aço-concreto; Pilares mistos aço-concreto; Steel structures; Vigas mistas aço-concreto

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APA (6th Edition):

Fabrizzi, M. d. A. (2007). Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28082007-111757/ ;

Chicago Manual of Style (16th Edition):

Fabrizzi, Marcela de Arruda. “Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto.” 2007. Masters Thesis, University of São Paulo. Accessed August 21, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28082007-111757/ ;.

MLA Handbook (7th Edition):

Fabrizzi, Marcela de Arruda. “Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto.” 2007. Web. 21 Aug 2019.

Vancouver:

Fabrizzi MdA. Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2019 Aug 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28082007-111757/ ;.

Council of Science Editors:

Fabrizzi MdA. Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28082007-111757/ ;


Anna University

14. Lakshmikandhan K N. Advanced studies on steel and steel Concrete composite space Structures;.

Degree: Advanced studies on steel and steel Concrete composite space Structures, 2015, Anna University

Space frame structures are well known in the building industry newlinewhich gives an effective solution to cover the large areas with few or no newlineintermittent… (more)

Subjects/Keywords: Civil engineering; composite space Structures; steel and steel Concrete

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APA (6th Edition):

N, L. K. (2015). Advanced studies on steel and steel Concrete composite space Structures;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/42691

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):

N, Lakshmikandhan K. “Advanced studies on steel and steel Concrete composite space Structures;.” 2015. Thesis, Anna University. Accessed August 21, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/42691.

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

MLA Handbook (7th Edition):

N, Lakshmikandhan K. “Advanced studies on steel and steel Concrete composite space Structures;.” 2015. Web. 21 Aug 2019.

Vancouver:

N LK. Advanced studies on steel and steel Concrete composite space Structures;. [Internet] [Thesis]. Anna University; 2015. [cited 2019 Aug 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/42691.

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

Council of Science Editors:

N LK. Advanced studies on steel and steel Concrete composite space Structures;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/42691

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


University of Wollongong

15. Kong, Sih Ying. Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels.

Degree: PhD, 2012, University of Wollongong

  This study investigates the response of axially restrained non-composite steel-concrete-steel (SCS) panels under static, impact and blast loading conditions. This type of panels shows… (more)

Subjects/Keywords: finite element; protective barrier; non-composite; steel-concrete-steel panels

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APA (6th Edition):

Kong, S. Y. (2012). Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels. (Doctoral Dissertation). University of Wollongong. Retrieved from ; https://ro.uow.edu.au/theses/3573

Chicago Manual of Style (16th Edition):

Kong, Sih Ying. “Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels.” 2012. Doctoral Dissertation, University of Wollongong. Accessed August 21, 2019. ; https://ro.uow.edu.au/theses/3573.

MLA Handbook (7th Edition):

Kong, Sih Ying. “Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels.” 2012. Web. 21 Aug 2019.

Vancouver:

Kong SY. Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels. [Internet] [Doctoral dissertation]. University of Wollongong; 2012. [cited 2019 Aug 21]. Available from: ; https://ro.uow.edu.au/theses/3573.

Council of Science Editors:

Kong SY. Development of a high performance protective barrier utilising non-composite steel-concrete-steel panels. [Doctoral Dissertation]. University of Wollongong; 2012. Available from: ; https://ro.uow.edu.au/theses/3573

16. Anandavalli N. Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements.

Degree: Civil engineering, 2014, Anna University

Ductility and structural integrity are essentially required for structures subjected to suddenly applied dynamic loads such as shock loads. Reinforced Concrete (RC), the most widely… (more)

Subjects/Keywords: Civil engineering; Laced reinforced concrete; Laced steel concrete composite elements

Page 1

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APA (6th Edition):

N, A. (2014). Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/15646

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):

N, Anandavalli. “Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements.” 2014. Thesis, Anna University. Accessed August 21, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/15646.

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

MLA Handbook (7th Edition):

N, Anandavalli. “Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements.” 2014. Web. 21 Aug 2019.

Vancouver:

N A. Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Aug 21]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15646.

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

Council of Science Editors:

N A. Experimental and analytical studies on laced reinforced concrete and laced steel-concrete composite elements. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/15646

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


Delft University of Technology

17. Wilken, A.P. Innovative material solutions for economical composite bridges with large spans and constrained slenderness:.

Degree: 2016, Delft University of Technology

 FiberCore Europe is a Dutch company, specialized in the design and manufacturing of composite, load-bearing structures for architecture and infrastructure. The company’s main focus is… (more)

Subjects/Keywords: composite bridge; hybrid material; carbon fiber; glass fiber; steel; polyester

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APA (6th Edition):

Wilken, A. P. (2016). Innovative material solutions for economical composite bridges with large spans and constrained slenderness:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:676ab40a-6636-485f-935c-f3cb6fd743a4

Chicago Manual of Style (16th Edition):

Wilken, A P. “Innovative material solutions for economical composite bridges with large spans and constrained slenderness:.” 2016. Masters Thesis, Delft University of Technology. Accessed August 21, 2019. http://resolver.tudelft.nl/uuid:676ab40a-6636-485f-935c-f3cb6fd743a4.

MLA Handbook (7th Edition):

Wilken, A P. “Innovative material solutions for economical composite bridges with large spans and constrained slenderness:.” 2016. Web. 21 Aug 2019.

Vancouver:

Wilken AP. Innovative material solutions for economical composite bridges with large spans and constrained slenderness:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2019 Aug 21]. Available from: http://resolver.tudelft.nl/uuid:676ab40a-6636-485f-935c-f3cb6fd743a4.

Council of Science Editors:

Wilken AP. Innovative material solutions for economical composite bridges with large spans and constrained slenderness:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:676ab40a-6636-485f-935c-f3cb6fd743a4


University of Kansas

18. Bonet, Eric. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.

Degree: MS, Civil, Environmental & Architectural Engineering, 2014, University of Kansas

 Tens of thousands of steel bridges constructed prior to the mid-1980s are susceptible to distortion-induced fatigue, which caused nearly 90% of cracking observed in steel(more)

Subjects/Keywords: Civil engineering; Composite; Fatigue; Fracture; FRP; Retorfit; Steel Bridge Girder

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APA (6th Edition):

Bonet, E. (2014). Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/15927

Chicago Manual of Style (16th Edition):

Bonet, Eric. “Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.” 2014. Masters Thesis, University of Kansas. Accessed August 21, 2019. http://hdl.handle.net/1808/15927.

MLA Handbook (7th Edition):

Bonet, Eric. “Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading.” 2014. Web. 21 Aug 2019.

Vancouver:

Bonet E. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. [Internet] [Masters thesis]. University of Kansas; 2014. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/1808/15927.

Council of Science Editors:

Bonet E. Utilizing Fiber-Reinforced Polymers to Retrofit Steel Bridge Girders Damaged by Fatigue Loading. [Masters Thesis]. University of Kansas; 2014. Available from: http://hdl.handle.net/1808/15927


University of Waterloo

19. Balkos, Kyle, Daniel. The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders.

Degree: 2018, University of Waterloo

 Increasing demand for the rapid and economically efficient construction of bridges has encouraged engineers to employ the use of accelerated bridge construction through modular assembly.… (more)

Subjects/Keywords: Composite Bridges; Through-Bolts; Slip-Critical Connection; Steel-Precast Composite Bridge Girders; Modular Construction

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APA (6th Edition):

Balkos, Kyle, D. (2018). The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/12910

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):

Balkos, Kyle, Daniel. “The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders.” 2018. Thesis, University of Waterloo. Accessed August 21, 2019. http://hdl.handle.net/10012/12910.

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

MLA Handbook (7th Edition):

Balkos, Kyle, Daniel. “The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders.” 2018. Web. 21 Aug 2019.

Vancouver:

Balkos, Kyle D. The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders. [Internet] [Thesis]. University of Waterloo; 2018. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/10012/12910.

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

Council of Science Editors:

Balkos, Kyle D. The Static and Fatigue Behaviour of Through-Bolt Shear Connectors in Steel-Precast Composite Bridge Girders. [Thesis]. University of Waterloo; 2018. Available from: http://hdl.handle.net/10012/12910

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


Oklahoma State University

20. Contreras-Nieto, Cristian. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.

Degree: Civil & Environmental Engineering, 2014, Oklahoma State University

 Due to the importance of estimating costs and approving budgets of maintenance and construction bridges, it is necessary to evaluate how some variables, such as… (more)

Subjects/Keywords: bridge deterioration; prestressed concrete bridges; steel bridges; superstructure rating

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APA (6th Edition):

Contreras-Nieto, C. (2014). Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/14780

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):

Contreras-Nieto, Cristian. “Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.” 2014. Thesis, Oklahoma State University. Accessed August 21, 2019. http://hdl.handle.net/11244/14780.

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

MLA Handbook (7th Edition):

Contreras-Nieto, Cristian. “Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges.” 2014. Web. 21 Aug 2019.

Vancouver:

Contreras-Nieto C. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. [Internet] [Thesis]. Oklahoma State University; 2014. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11244/14780.

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

Council of Science Editors:

Contreras-Nieto C. Development of Linear Models to Predict Superstructure Ratings of Steel and Prestressed Concrete Bridges. [Thesis]. Oklahoma State University; 2014. Available from: http://hdl.handle.net/11244/14780

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


KTH

21. Rydén, Michaéla. Impact of different concrete types on the LCA of NCC Composite bridge.

Degree: Structural Engineering and Bridges, 2015, KTH

Traditionell betong används i majoriteten av broar som byggmaterial. Om byggnadsmaterialet skulle kunna ersättas av en betong med mindre miljöpåverkan, kan stora delar av… (more)

Subjects/Keywords: Composite bridge; Prepact concrete; LCA; EPD; Samverkansbro; Injekteringsbetong; LCA; EPD

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APA (6th Edition):

Rydén, M. (2015). Impact of different concrete types on the LCA of NCC Composite bridge. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177861

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):

Rydén, Michaéla. “Impact of different concrete types on the LCA of NCC Composite bridge.” 2015. Thesis, KTH. Accessed August 21, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177861.

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

MLA Handbook (7th Edition):

Rydén, Michaéla. “Impact of different concrete types on the LCA of NCC Composite bridge.” 2015. Web. 21 Aug 2019.

Vancouver:

Rydén M. Impact of different concrete types on the LCA of NCC Composite bridge. [Internet] [Thesis]. KTH; 2015. [cited 2019 Aug 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177861.

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

Council of Science Editors:

Rydén M. Impact of different concrete types on the LCA of NCC Composite bridge. [Thesis]. KTH; 2015. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177861

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


University of Texas – Austin

22. 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

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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 21, 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. 21 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 21]. 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


Brno University of Technology

23. Uhl, Milan. Návrh silničního spřaženého mostu na obchvatu Bytomi .

Degree: 2016, Brno University of Technology

 Úkolem diplomové práce bude návrh spřaženého mostu o čtyřech polích. Diplomant prověří dvě varianty návrhu – konstrukci spojitou a konstrukci o čtyřech prostých polích.; The… (more)

Subjects/Keywords: spřažený ocelobetonový most; prostý nosník; spojitý nosník; silniční most; fáze výstavby; pokles podpory; hlavní nosník; ložisko; composite steel-concrete bridge; simple beam; continuous beam; road bridge; phase of construction; vertical deformation of support; main beam; bearing

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APA (6th Edition):

Uhl, M. (2016). Návrh silničního spřaženého mostu na obchvatu Bytomi . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57814

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):

Uhl, Milan. “Návrh silničního spřaženého mostu na obchvatu Bytomi .” 2016. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/57814.

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

MLA Handbook (7th Edition):

Uhl, Milan. “Návrh silničního spřaženého mostu na obchvatu Bytomi .” 2016. Web. 21 Aug 2019.

Vancouver:

Uhl M. Návrh silničního spřaženého mostu na obchvatu Bytomi . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/57814.

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

Council of Science Editors:

Uhl M. Návrh silničního spřaženého mostu na obchvatu Bytomi . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57814

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


Brno University of Technology

24. Chaloupka, Petr. Lávka mezi budovami.

Degree: 2012, Brno University of Technology

 Diplomová práce se zabývá návrhem vhodné nosné ocelové konstrukce lávky pro chodce. Lávka slouží k propojení dvou samostatných budov (budovy D a Z na Fakultě… (more)

Subjects/Keywords: Lávka pro chodce; nosná ocelová konstrukce; příhradový nosník; tažené diagonály; spřažená ocelobetonová mostovka; betonová opěra; ocelová rámová podpěra; rámový (větrový portál); elastomerová ložiska; šroubový spoj.; The footbridge; supporting steel construction; truss; diagonals drawn; composite steel a concrete bridge deck; concrete support; steel frame of support; frame (wind portal); elastomeric bearings; bolted joints.

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APA (6th Edition):

Chaloupka, P. (2012). Lávka mezi budovami. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/8535

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):

Chaloupka, Petr. “Lávka mezi budovami. ” 2012. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/8535.

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

MLA Handbook (7th Edition):

Chaloupka, Petr. “Lávka mezi budovami. ” 2012. Web. 21 Aug 2019.

Vancouver:

Chaloupka P. Lávka mezi budovami. [Internet] [Thesis]. Brno University of Technology; 2012. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/8535.

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

Council of Science Editors:

Chaloupka P. Lávka mezi budovami. [Thesis]. Brno University of Technology; 2012. Available from: http://hdl.handle.net/11012/8535

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


Brno University of Technology

25. Bilík, Ondřej. Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 .

Degree: 2013, Brno University of Technology

 Předmětem diplomové práce je alternativní návrh nosné konstrukce jednokolejného ocelového železničního mostu o třech polích. Most se nachází v km 19,459 na trati Děčín -… (more)

Subjects/Keywords: Most Ocel Beton Kolejové lože Konstrukce mostu Ocelová konstrukce Spřažená ocelobetonová deska; Bridge Steel Concrete Ballast bed Construction of the bridge Steel construction Coupled steel - concrete deck

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

APA (6th Edition):

Bilík, O. (2013). Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29614

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):

Bilík, Ondřej. “Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 .” 2013. Thesis, Brno University of Technology. Accessed August 21, 2019. http://hdl.handle.net/11012/29614.

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

MLA Handbook (7th Edition):

Bilík, Ondřej. “Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 .” 2013. Web. 21 Aug 2019.

Vancouver:

Bilík O. Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/11012/29614.

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

Council of Science Editors:

Bilík O. Alternativní návrh železničního mostu v km 19,459 tratě Děčín - Oldřichov přes dálnici D8 . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29614

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


Georgia Tech

26. Paul, Alvaro. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.

Degree: PhD, Civil and Environmental Engineering, 2015, Georgia Tech

 The durability of prestressed concrete structures in marine environments is of increasing concern. Traditionally, emphasis of research on this topic has been placed on the… (more)

Subjects/Keywords: Prestressed concrete; Durability of concrete structures; Delayed ettringite formation; Stainless steel; Corrosion of steel reinforcement; Bridge piles; Acidic sands

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

APA (6th Edition):

Paul, A. (2015). Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/56195

Chicago Manual of Style (16th Edition):

Paul, Alvaro. “Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.” 2015. Doctoral Dissertation, Georgia Tech. Accessed August 21, 2019. http://hdl.handle.net/1853/56195.

MLA Handbook (7th Edition):

Paul, Alvaro. “Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments.” 2015. Web. 21 Aug 2019.

Vancouver:

Paul A. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. [Internet] [Doctoral dissertation]. Georgia Tech; 2015. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/1853/56195.

Council of Science Editors:

Paul A. Understanding the Role of Materials in the Durability of Prestressed Concrete in Marine Environments. [Doctoral Dissertation]. Georgia Tech; 2015. Available from: http://hdl.handle.net/1853/56195


University of Pretoria

27. Elsaigh, Walied Ali Musa Hussein. Modelling the behaviour of steel fibre reinforced concrete pavements.

Degree: PhD, Civil Engineering, 2008, University of Pretoria

Steel Fibre Reinforced Concrete (SFRC) is defined as concrete containing randomly oriented discrete steel fibres. The main incentive of adding steel fibres to concrete is… (more)

Subjects/Keywords: Reinforced concrete; Steel fibre; Composite material; Ground slabs; UCTD

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

APA (6th Edition):

Elsaigh, W. A. M. (2008). Modelling the behaviour of steel fibre reinforced concrete pavements. (Doctoral Dissertation). University of Pretoria. Retrieved from http://hdl.handle.net/2263/25825

Chicago Manual of Style (16th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Doctoral Dissertation, University of Pretoria. Accessed August 21, 2019. http://hdl.handle.net/2263/25825.

MLA Handbook (7th Edition):

Elsaigh, Walied Ali Musa. “Modelling the behaviour of steel fibre reinforced concrete pavements.” 2008. Web. 21 Aug 2019.

Vancouver:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2019 Aug 21]. Available from: http://hdl.handle.net/2263/25825.

Council of Science Editors:

Elsaigh WAM. Modelling the behaviour of steel fibre reinforced concrete pavements. [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://hdl.handle.net/2263/25825


University of Pretoria

28. [No author]. Modelling the behaviour of steel fibre reinforced concrete pavements .

Degree: 2008, University of Pretoria

Steel Fibre Reinforced Concrete (SFRC) is defined as concrete containing randomly oriented discrete steel fibres. The main incentive of adding steel fibres to concrete is… (more)

Subjects/Keywords: Reinforced concrete; Steel fibre; Composite material; Ground slabs; UCTD

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

APA (6th Edition):

author], [. (2008). Modelling the behaviour of steel fibre reinforced concrete pavements . (Doctoral Dissertation). University of Pretoria. Retrieved from http://upetd.up.ac.za/thesis/available/etd-01292008-175515/

Chicago Manual of Style (16th Edition):

author], [No. “Modelling the behaviour of steel fibre reinforced concrete pavements .” 2008. Doctoral Dissertation, University of Pretoria. Accessed August 21, 2019. http://upetd.up.ac.za/thesis/available/etd-01292008-175515/.

MLA Handbook (7th Edition):

author], [No. “Modelling the behaviour of steel fibre reinforced concrete pavements .” 2008. Web. 21 Aug 2019.

Vancouver:

author] [. Modelling the behaviour of steel fibre reinforced concrete pavements . [Internet] [Doctoral dissertation]. University of Pretoria; 2008. [cited 2019 Aug 21]. Available from: http://upetd.up.ac.za/thesis/available/etd-01292008-175515/.

Council of Science Editors:

author] [. Modelling the behaviour of steel fibre reinforced concrete pavements . [Doctoral Dissertation]. University of Pretoria; 2008. Available from: http://upetd.up.ac.za/thesis/available/etd-01292008-175515/


University of Manchester

29. Beshir, Moustafa Abdelghaffar Elgharib zayed. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.

Degree: 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

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

APA (6th Edition):

Beshir, M. A. E. (2016). ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. (Doctoral Dissertation). University of Manchester. Retrieved from http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477

Chicago Manual of Style (16th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Doctoral Dissertation, University of Manchester. Accessed August 21, 2019. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

MLA Handbook (7th Edition):

Beshir, Moustafa Abdelghaffar Elgharib. “ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE.” 2016. Web. 21 Aug 2019.

Vancouver:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2019 Aug 21]. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477.

Council of Science Editors:

Beshir MAE. ROBUSTNESS OF COMPOSITE FRAMED STRUCTURES IN FIRE. [Doctoral Dissertation]. University of Manchester; 2016. Available from: http://www.manchester.ac.uk/escholar/uk-ac-man-scw:298477


University of Manchester

30. Beshir, Moustafa. Robustness of composite framed structures in fire.

Degree: PhD, 2016, University of Manchester

 This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how… (more)

Subjects/Keywords: 624.1; Robustness; Composite steel concrete structure; catenary action; Fire; Partial damage

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Beshir, M. (2016). Robustness of composite framed structures in fire. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

Chicago Manual of Style (16th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Doctoral Dissertation, University of Manchester. Accessed August 21, 2019. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

MLA Handbook (7th Edition):

Beshir, Moustafa. “Robustness of composite framed structures in fire.” 2016. Web. 21 Aug 2019.

Vancouver:

Beshir M. Robustness of composite framed structures in fire. [Internet] [Doctoral dissertation]. University of Manchester; 2016. [cited 2019 Aug 21]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557.

Council of Science Editors:

Beshir M. Robustness of composite framed structures in fire. [Doctoral Dissertation]. University of Manchester; 2016. Available from: https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.713557

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