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You searched for subject:(Precast concrete beams). Showing records 1 – 14 of 14 total matches.

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University of Texas – Austin

1. -5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.

Degree: Civil, Architectural, and Environmental Engineering, 2016, University of Texas – Austin

 This thesis presents the investigation towards increasing the understanding of the effect of polycarboxylate (PCE) High-Range Water-Reducers (HRWRs) on the performance of concrete mixtures, with… (more)

Subjects/Keywords: Precast concrete; High-Range Water-Reducers; Polycarboxylate-based; Autogenous shrinkage; Micro-cracking; Precast concrete beams; ASTM C494; Concrete mixtures

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APA (6th Edition):

-5448-0167. (2016). Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47221

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

Chicago Manual of Style (16th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Thesis, University of Texas – Austin. Accessed June 16, 2019. http://hdl.handle.net/2152/47221.

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

MLA Handbook (7th Edition):

-5448-0167. “Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements.” 2016. Web. 16 Jun 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Internet] [Thesis]. University of Texas – Austin; 2016. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/2152/47221.

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

Council of Science Editors:

-5448-0167. Evaluation of ASTM C 494 procedures for polycarboxylate admixtures used in precast concrete elements. [Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47221

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


Texas A&M University

2. Terzioglu, Tevfik. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.

Degree: 2015, Texas A&M University

 The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beam bridges in a side-by-side configuration for short span bridges in low clearance areas.… (more)

Subjects/Keywords: Precast Prestressed Concrete; Bridge Girders; Spread Slab Beams; Load Distribution Factors

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APA (6th Edition):

Terzioglu, T. (2015). Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/156387

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):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Thesis, Texas A&M University. Accessed June 16, 2019. http://hdl.handle.net/1969.1/156387.

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

MLA Handbook (7th Edition):

Terzioglu, Tevfik. “Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges.” 2015. Web. 16 Jun 2019.

Vancouver:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/1969.1/156387.

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

Council of Science Editors:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/156387

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


Ryerson University

3. Jajjawi, Masrra. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.

Degree: 2016, Ryerson University

 The prefabricated bridge is common method in construction since it provides controlled environmental conditions and long-term durability. These adjacent precast box beams are placed side… (more)

Subjects/Keywords: Shear (Mechanics); Loads (Mechanics); Box Beams; Prestressed concrete beams; Prestressed concrete bridges; Precast concrete construction  – Design and construction

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APA (6th Edition):

Jajjawi, M. (2016). Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5773

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):

Jajjawi, Masrra. “Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.” 2016. Thesis, Ryerson University. Accessed June 16, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A5773.

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

MLA Handbook (7th Edition):

Jajjawi, Masrra. “Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction.” 2016. Web. 16 Jun 2019.

Vancouver:

Jajjawi M. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. [Internet] [Thesis]. Ryerson University; 2016. [cited 2019 Jun 16]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5773.

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

Council of Science Editors:

Jajjawi M. Simplified method of analysis of adjacent precast “deck free” concrete box beams used in accelerated bridge construction. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5773

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


Stellenbosch University

4. Zang, Jin. Investigation into a beam-column connection in precast concrete.

Degree: Civil Engineering, 2010, Stellenbosch University

Thesis (MScEng (Civil Engineering)) – University of Stellenbosch, 2010.

ENGLISH ABSTRACT: Pre-cast sections have the advantages of structural efficiency, better quality control and less construction time,… (more)

Subjects/Keywords: Civil engineering; Dissertations  – Civil engineering; Precast concrete construction; Concrete beams; Corbels; Civil Engineering

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APA (6th Edition):

Zang, J. (2010). Investigation into a beam-column connection in precast concrete. (Thesis). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/2836

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):

Zang, Jin. “Investigation into a beam-column connection in precast concrete.” 2010. Thesis, Stellenbosch University. Accessed June 16, 2019. http://hdl.handle.net/10019.1/2836.

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

MLA Handbook (7th Edition):

Zang, Jin. “Investigation into a beam-column connection in precast concrete.” 2010. Web. 16 Jun 2019.

Vancouver:

Zang J. Investigation into a beam-column connection in precast concrete. [Internet] [Thesis]. Stellenbosch University; 2010. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/10019.1/2836.

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

Council of Science Editors:

Zang J. Investigation into a beam-column connection in precast concrete. [Thesis]. Stellenbosch University; 2010. Available from: http://hdl.handle.net/10019.1/2836

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


Brno University of Technology

5. Konečný, Michal. Alternativní řešení montovaného železobetonového skeletu výrobní haly .

Degree: 2019, Brno University of Technology

 Předmětem diplomové práce je návrh nosné prefabrikované konstrukce montážního objektu. Součástí práce je návrh alternativního zastřešení včetně orientačního ekonomického srovnání. Analýza vnitřních sil byla provedena… (more)

Subjects/Keywords: prefabrikovaná železobetonová konstrukce; železobeton; zastřešení; Gerberův nosník; precast concrete structure; reinforced concrete; roofing; Gerber beams

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APA (6th Edition):

Konečný, M. (2019). Alternativní řešení montovaného železobetonového skeletu výrobní haly . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137464

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):

Konečný, Michal. “Alternativní řešení montovaného železobetonového skeletu výrobní haly .” 2019. Thesis, Brno University of Technology. Accessed June 16, 2019. http://hdl.handle.net/11012/137464.

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

MLA Handbook (7th Edition):

Konečný, Michal. “Alternativní řešení montovaného železobetonového skeletu výrobní haly .” 2019. Web. 16 Jun 2019.

Vancouver:

Konečný M. Alternativní řešení montovaného železobetonového skeletu výrobní haly . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/11012/137464.

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

Council of Science Editors:

Konečný M. Alternativní řešení montovaného železobetonového skeletu výrobní haly . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137464

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


Georgia Tech

6. Hurff, Jonathan B. Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects.

Degree: PhD, Civil and Environmental Engineering, 2010, Georgia Tech

 The spans of precast prestressed concrete bridge girders have become longer to provide more economical and safer transportation structures. As the spans have increased, so… (more)

Subjects/Keywords: Experimental techniques; Nonlinear geometric analysis; Structural stability; Inelastic behavior; Precast concrete; Bridges; Concrete bridges; Prestressed concrete beams

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APA (6th Edition):

Hurff, J. B. (2010). Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/34684

Chicago Manual of Style (16th Edition):

Hurff, Jonathan B. “Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects.” 2010. Doctoral Dissertation, Georgia Tech. Accessed June 16, 2019. http://hdl.handle.net/1853/34684.

MLA Handbook (7th Edition):

Hurff, Jonathan B. “Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects.” 2010. Web. 16 Jun 2019.

Vancouver:

Hurff JB. Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects. [Internet] [Doctoral dissertation]. Georgia Tech; 2010. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/1853/34684.

Council of Science Editors:

Hurff JB. Stability of precast prestressed concrete bridge girders considering imperfections and thermal effects. [Doctoral Dissertation]. Georgia Tech; 2010. Available from: http://hdl.handle.net/1853/34684

7. Pastore, Marcus Vinícius Filiagi. Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado.

Degree: Mestrado, Estruturas, 2015, University of São Paulo

Esta dissertação tem por objetivo contribuir para o projeto estrutural de vigas delgadas de seção \"Ld̈e concreto pré-moldado, também conhecidas no Brasil como vigas suporte-peitoril.… (more)

Subjects/Keywords: Concreto pré-moldado; L-shaped beams; Precast concrete; Projeto estrutural; Spandrel beams; Structural design; Vigas de seção "L"; Vigas suporte-peitoril

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APA (6th Edition):

Pastore, M. V. F. (2015). Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03092015-085641/ ;

Chicago Manual of Style (16th Edition):

Pastore, Marcus Vinícius Filiagi. “Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado.” 2015. Masters Thesis, University of São Paulo. Accessed June 16, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03092015-085641/ ;.

MLA Handbook (7th Edition):

Pastore, Marcus Vinícius Filiagi. “Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado.” 2015. Web. 16 Jun 2019.

Vancouver:

Pastore MVF. Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2019 Jun 16]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03092015-085641/ ;.

Council of Science Editors:

Pastore MVF. Contribuição ao projeto de vigas delgadas de seção \"L\" de concreto pré-moldado. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03092015-085641/ ;


University of Akron

8. Almonbhi, Ali O. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.

Degree: PhD, Civil Engineering, 2018, University of Akron

 Bridge designs frequently employ precast concrete box beams, with adjacent beams connected using grouted keyways. Failure at these joints leads to water leakage and corrosion… (more)

Subjects/Keywords: Civil Engineering; Bridge, Box Beams bridge, Longitudinal cracks, Water leakage, Differential deflections, Waterproofing, Membranes, Precast concrete, Prestressed concrete, Prestress losses, Construction of Waterproofing Membranes

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APA (6th Edition):

Almonbhi, A. O. (2018). Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767

Chicago Manual of Style (16th Edition):

Almonbhi, Ali O. “Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.” 2018. Doctoral Dissertation, University of Akron. Accessed June 16, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.

MLA Handbook (7th Edition):

Almonbhi, Ali O. “Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges.” 2018. Web. 16 Jun 2019.

Vancouver:

Almonbhi AO. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. [Internet] [Doctoral dissertation]. University of Akron; 2018. [cited 2019 Jun 16]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767.

Council of Science Editors:

Almonbhi AO. Effectiveness of Waterproofing Membranes for Precast Prestressed Concrete Adjacent Box-Beam Bridges. [Doctoral Dissertation]. University of Akron; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1522880974567767


Michigan State University

9. Bendert, David A. Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge.

Degree: MS, Department of Civil and Environmental Engineering, 2007, Michigan State University

Subjects/Keywords: Prestressed concrete – Mechanical properties – Evaluation; Prestressed concrete beams – Mechanical properties – Evaluation; Precast concrete construction – Evaluation; Concrete bridges – Evaluation

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APA (6th Edition):

Bendert, D. A. (2007). Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge. (Masters Thesis). Michigan State University. Retrieved from http://etd.lib.msu.edu/islandora/object/etd:38311

Chicago Manual of Style (16th Edition):

Bendert, David A. “Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge.” 2007. Masters Thesis, Michigan State University. Accessed June 16, 2019. http://etd.lib.msu.edu/islandora/object/etd:38311.

MLA Handbook (7th Edition):

Bendert, David A. “Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge.” 2007. Web. 16 Jun 2019.

Vancouver:

Bendert DA. Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge. [Internet] [Masters thesis]. Michigan State University; 2007. [cited 2019 Jun 16]. Available from: http://etd.lib.msu.edu/islandora/object/etd:38311.

Council of Science Editors:

Bendert DA. Experimental evaluation and field monitoring of self-consolidating concrete prestressed box beams implemented in a demonstration bridge. [Masters Thesis]. Michigan State University; 2007. Available from: http://etd.lib.msu.edu/islandora/object/etd:38311


University of Oklahoma

10. Freyne, Seamus Francis. High performance concrete in Oklahoma designed for precast/prestressed bridge beams.

Degree: PhD, School of Civil Engineering and Environmental Science, 2003, University of Oklahoma

 The research involved identifying locally available cements and aggregates suitable for producing HPC, developing HPC mixture proportions for precast/prestressed bridge beams and, finally, demonstrating HPC… (more)

Subjects/Keywords: Precast concrete Oklahoma.; Concrete bridges Oklahoma.; High strength concrete Oklahoma.; Engineering, Civil.; Prestressed concrete beams Oklahoma.

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APA (6th Edition):

Freyne, S. F. (2003). High performance concrete in Oklahoma designed for precast/prestressed bridge beams. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/557

Chicago Manual of Style (16th Edition):

Freyne, Seamus Francis. “High performance concrete in Oklahoma designed for precast/prestressed bridge beams.” 2003. Doctoral Dissertation, University of Oklahoma. Accessed June 16, 2019. http://hdl.handle.net/11244/557.

MLA Handbook (7th Edition):

Freyne, Seamus Francis. “High performance concrete in Oklahoma designed for precast/prestressed bridge beams.” 2003. Web. 16 Jun 2019.

Vancouver:

Freyne SF. High performance concrete in Oklahoma designed for precast/prestressed bridge beams. [Internet] [Doctoral dissertation]. University of Oklahoma; 2003. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/11244/557.

Council of Science Editors:

Freyne SF. High performance concrete in Oklahoma designed for precast/prestressed bridge beams. [Doctoral Dissertation]. University of Oklahoma; 2003. Available from: http://hdl.handle.net/11244/557


Brno University of Technology

11. Růžička, Martin. Návrh konstrukce zkušebního centra .

Degree: 2017, Brno University of Technology

 Diplomová práce se zabývá návrhem halové konstrukce vývojového centra. Hala se skládá ze dvou soulodí, v jedné lodi jsou umístěny kancelářské prostory. Montovaný skelet haly… (more)

Subjects/Keywords: Montovaný skelet; hala; předpjatý beton; železobeton; vazník; sloupy; průvlaky; kalichové patky; jeřábová dráha; dimenzování.; Precast concrete frame; hall; prestressed concrete; reinforced concrete; girder; columns; secondary beams; foundation pad; crane beam; design.

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

APA (6th Edition):

Růžička, M. (2017). Návrh konstrukce zkušebního centra . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64232

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):

Růžička, Martin. “Návrh konstrukce zkušebního centra .” 2017. Thesis, Brno University of Technology. Accessed June 16, 2019. http://hdl.handle.net/11012/64232.

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

MLA Handbook (7th Edition):

Růžička, Martin. “Návrh konstrukce zkušebního centra .” 2017. Web. 16 Jun 2019.

Vancouver:

Růžička M. Návrh konstrukce zkušebního centra . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/11012/64232.

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

Council of Science Editors:

Růžička M. Návrh konstrukce zkušebního centra . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64232

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

12. Lima, Maria Cristina Vidigal de. Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas.

Degree: PhD, Estruturas, 2002, University of São Paulo

A verificação da estabilidade lateral de vigas pré-moldadas merece maior atenção em vigas longas e delgadas, especialmente durante as fases transitórias, como o içamento e… (more)

Subjects/Keywords: concreto armado; concreto protendido; instabilidade lateral; lateral stability; precast beams; prestressed concrete; reinforced concrete; torção; torsion; vigas pré-moldadas

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APA (6th Edition):

Lima, M. C. V. d. (2002). Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29052006-171714/ ;

Chicago Manual of Style (16th Edition):

Lima, Maria Cristina Vidigal de. “Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas.” 2002. Doctoral Dissertation, University of São Paulo. Accessed June 16, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29052006-171714/ ;.

MLA Handbook (7th Edition):

Lima, Maria Cristina Vidigal de. “Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas.” 2002. Web. 16 Jun 2019.

Vancouver:

Lima MCVd. Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas. [Internet] [Doctoral dissertation]. University of São Paulo; 2002. [cited 2019 Jun 16]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29052006-171714/ ;.

Council of Science Editors:

Lima MCVd. Contribuição ao estudo da instabilidade lateral de vigas pré-moldadas. [Doctoral Dissertation]. University of São Paulo; 2002. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-29052006-171714/ ;

13. Jovair Avilla Junior. Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas.

Degree: 2010, Universidade Federal de São Carlos

O grande impulso na utilização dos sistemas de lajes lisas deu-se pela busca de liberdade na definição e organização arquitetônica de espaços internos em edifícios.… (more)

Subjects/Keywords: Construção civil; Estruturas de concreto armado; Sistemas construtivos; Execução de estruturas; Laje sem vigas; Laje pré-moldada; Laje pré-moldada treliçada; Lajes nervuradas; Estruturas; CONSTRUCAO CIVIL; Slab without beams; Flat slabs; Precast slabs; Pre-cast slab lattice reinforced concrete ribbed slabs; Structures; Lajes lisas

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APA (6th Edition):

Junior, J. A. (2010). Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=3803

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):

Junior, Jovair Avilla. “Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas.” 2010. Thesis, Universidade Federal de São Carlos. Accessed June 16, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=3803.

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

MLA Handbook (7th Edition):

Junior, Jovair Avilla. “Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas.” 2010. Web. 16 Jun 2019.

Vancouver:

Junior JA. Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas. [Internet] [Thesis]. Universidade Federal de São Carlos; 2010. [cited 2019 Jun 16]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=3803.

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

Council of Science Editors:

Junior JA. Contribuição ao projeto e execução de lajes lisas nervuradas pré-fabricadas com vigotas treliçadas. [Thesis]. Universidade Federal de São Carlos; 2010. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=3803

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


Brno University of Technology

14. Hladký, Dominik. Realizace hrubé vrchní stavby bowlingového centra Bílá hora .

Degree: 2018, Brno University of Technology

 Předmětem této bakalářské práce jsou etapy montáže železobetonové prefabrikované nosné konstrukce a nosné konstrukce zastřešení haly bowlingového centra Bíla hora. Práce obsahuje pracovní postupy montáže… (more)

Subjects/Keywords: Montovaný železobetonový prefabrikovaný skelet; sloupy; základové prahy; průvlaky; ztužidla; schodiště; trapézové plechy; technologický předpis; rozpočet; časový plán; kontrolní a zkušební plán; zařízení staveniště; strojní sestava; Precast reinforced concrete frame; columns; grade beams; beams; bracings; staircase; trapezoidal sheets; technological regulation; budget; time schedule; inspection and testing schedule; site equipment; building equipment

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

APA (6th Edition):

Hladký, D. (2018). Realizace hrubé vrchní stavby bowlingového centra Bílá hora . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84576

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):

Hladký, Dominik. “Realizace hrubé vrchní stavby bowlingového centra Bílá hora .” 2018. Thesis, Brno University of Technology. Accessed June 16, 2019. http://hdl.handle.net/11012/84576.

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

MLA Handbook (7th Edition):

Hladký, Dominik. “Realizace hrubé vrchní stavby bowlingového centra Bílá hora .” 2018. Web. 16 Jun 2019.

Vancouver:

Hladký D. Realizace hrubé vrchní stavby bowlingového centra Bílá hora . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Jun 16]. Available from: http://hdl.handle.net/11012/84576.

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

Council of Science Editors:

Hladký D. Realizace hrubé vrchní stavby bowlingového centra Bílá hora . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84576

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

.