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You searched for subject:( precast slab). Showing records 1 – 30 of 33 total matches.

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Addis Ababa University

1. MATHEAS, KEBEDE. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .

Degree: 2013, Addis Ababa University

 Pre-cast beam-slab is made of pre-cast reinforced concrete beam together with hollow blocks. The pre-cast beams are spaced at certain intervals and the hollow blocks… (more)

Subjects/Keywords: Precast Beam-Slab System; Cost Effectiveness; Design

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

APA (6th Edition):

MATHEAS, K. (2013). Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4391

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):

MATHEAS, KEBEDE. “Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .” 2013. Thesis, Addis Ababa University. Accessed July 23, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4391.

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

MLA Handbook (7th Edition):

MATHEAS, KEBEDE. “Analysis, Design and Cost Effectiveness of Precast Beam-Slab System .” 2013. Web. 23 Jul 2019.

Vancouver:

MATHEAS K. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Jul 23]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4391.

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

Council of Science Editors:

MATHEAS K. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4391

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


Texas A&M University

2. Pirayeh Gar, Shobeir. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.

Degree: 2012, Texas A&M University

 During the last 70 years, corrosion-induced deterioration of bridge concrete decks has resulted in replacement and repair of the deck and a serious need for… (more)

Subjects/Keywords: Corrosion; Bridge Deck; Prestressed Slab; Precast Panel; AFRP

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APA (6th Edition):

Pirayeh Gar, S. (2012). Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/158894

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):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Thesis, Texas A&M University. Accessed July 23, 2019. http://hdl.handle.net/1969.1/158894.

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

MLA Handbook (7th Edition):

Pirayeh Gar, Shobeir. “Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars.” 2012. Web. 23 Jul 2019.

Vancouver:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Internet] [Thesis]. Texas A&M University; 2012. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/1969.1/158894.

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

Council of Science Editors:

Pirayeh Gar S. Structural Performance of a Full-Depth Precast Bridge Deck System Prestressed and Reinforced with AFRP Bars. [Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/158894

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


Iowa State University

3. Faris, Adam S. An integral precast approach slab to bridge connection.

Degree: 2009, Iowa State University

 The Iowa Department of Transportation has long recognized that approach slab pavements of integral abutment bridges are prone to settlement and cracking, which manifests itself… (more)

Subjects/Keywords: abutment; approach slab; connection; Integral; precast pavement; Civil and Environmental Engineering

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APA (6th Edition):

Faris, A. S. (2009). An integral precast approach slab to bridge connection. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/11097

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):

Faris, Adam S. “An integral precast approach slab to bridge connection.” 2009. Thesis, Iowa State University. Accessed July 23, 2019. https://lib.dr.iastate.edu/etd/11097.

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

MLA Handbook (7th Edition):

Faris, Adam S. “An integral precast approach slab to bridge connection.” 2009. Web. 23 Jul 2019.

Vancouver:

Faris AS. An integral precast approach slab to bridge connection. [Internet] [Thesis]. Iowa State University; 2009. [cited 2019 Jul 23]. Available from: https://lib.dr.iastate.edu/etd/11097.

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

Council of Science Editors:

Faris AS. An integral precast approach slab to bridge connection. [Thesis]. Iowa State University; 2009. Available from: https://lib.dr.iastate.edu/etd/11097

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


Texas A&M University

4. 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 July 23, 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. 23 Jul 2019.

Vancouver:

Terzioglu T. Behavior and Design of Spread Prestressed Concrete Slab Beam Bridges. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Jul 23]. 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


Mid Sweden University

5. Kareliusson, Filip. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.

Degree: Ecotechnology and Sustainable Building Engineering, 2017, Mid Sweden University

Byggnadstaktenav flerbostadshus i Sverige ligger på en hög nivå och ökar. Detta medför kravpå en snabb byggprocess. En lösning för att snabba på byggprocessen… (more)

Subjects/Keywords: Slabs; CLT; hollow core slab; precast slab; in situ cast concrete slab; Bjälklag; KL-trä; Håldäck; Plattbärlag; Platsgjutet betongbjälklag; Civil Engineering; Samhällsbyggnadsteknik

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APA (6th Edition):

Kareliusson, F. (2017). Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. (Thesis). Mid Sweden University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522

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):

Kareliusson, Filip. “Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.” 2017. Thesis, Mid Sweden University. Accessed July 23, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522.

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

MLA Handbook (7th Edition):

Kareliusson, Filip. “Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner.” 2017. Web. 23 Jul 2019.

Vancouver:

Kareliusson F. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. [Internet] [Thesis]. Mid Sweden University; 2017. [cited 2019 Jul 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522.

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

Council of Science Editors:

Kareliusson F. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. [Thesis]. Mid Sweden University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:miun:diva-31522

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


Brno University of Technology

6. Bohatec, Jiří. Návrh železobetonové konstrukce tělocvičny v Olomouci .

Degree: 2014, Brno University of Technology

 Bakalářská práce se zabývá návrhem a posouzením železobetonové desky nad 1NP tělocvičny v Olomouci. Návrh bude proveden ve dvou variantách, monolitické a montované. Výsledný návrh… (more)

Subjects/Keywords: Stropní deska; železobeton; monolitická deska; montovaná deska; prefabrikovaná deska; posouzení; návrh; porovnání; schodiště.; Slab; reinforced concrete; monolithic slab; plate mounted; precast slab; assessment; design; compar-ing; staircase.

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APA (6th Edition):

Bohatec, J. (2014). Návrh železobetonové konstrukce tělocvičny v Olomouci . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34785

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):

Bohatec, Jiří. “Návrh železobetonové konstrukce tělocvičny v Olomouci .” 2014. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/34785.

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

MLA Handbook (7th Edition):

Bohatec, Jiří. “Návrh železobetonové konstrukce tělocvičny v Olomouci .” 2014. Web. 23 Jul 2019.

Vancouver:

Bohatec J. Návrh železobetonové konstrukce tělocvičny v Olomouci . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/34785.

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

Council of Science Editors:

Bohatec J. Návrh železobetonové konstrukce tělocvičny v Olomouci . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34785

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

7. Santos, Andreilton de Paula. Análise da continuidade em lajes alveolares: estudo teórico e experimental.

Degree: PhD, Estruturas, 2014, University of São Paulo

A maioria dos edifícios de concreto pré-moldado, construídos no Brasil e no exterior, é constituída por lajes alveolares. Este trabalho considera o estudo da continuidade… (more)

Subjects/Keywords: Buildings; Concreto pré-moldado; Concreto protendido; Continuidade; Continuity; Edifícios; Hollow core slab; Laje alveolar; Precast concrete; Prestressed concrete

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

APA (6th Edition):

Santos, A. d. P. (2014). Análise da continuidade em lajes alveolares: estudo teórico e experimental. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18122014-100018/ ;

Chicago Manual of Style (16th Edition):

Santos, Andreilton de Paula. “Análise da continuidade em lajes alveolares: estudo teórico e experimental.” 2014. Doctoral Dissertation, University of São Paulo. Accessed July 23, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18122014-100018/ ;.

MLA Handbook (7th Edition):

Santos, Andreilton de Paula. “Análise da continuidade em lajes alveolares: estudo teórico e experimental.” 2014. Web. 23 Jul 2019.

Vancouver:

Santos AdP. Análise da continuidade em lajes alveolares: estudo teórico e experimental. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2019 Jul 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18122014-100018/ ;.

Council of Science Editors:

Santos AdP. Análise da continuidade em lajes alveolares: estudo teórico e experimental. [Doctoral Dissertation]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-18122014-100018/ ;


Texas A&M University

8. Brush, Natalie Camille. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.

Degree: 2005, Texas A&M University

 Jointless bridges are advantageous in removing mechanical joints which are a known cause of bridge deterioration. Elimination of joints provides a smoother riding surface and… (more)

Subjects/Keywords: link slab; closure pour; jointless; bridge; deck; precast; modular

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APA (6th Edition):

Brush, N. C. (2005). Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/1356

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):

Brush, Natalie Camille. “Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.” 2005. Thesis, Texas A&M University. Accessed July 23, 2019. http://hdl.handle.net/1969.1/1356.

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

MLA Handbook (7th Edition):

Brush, Natalie Camille. “Connection of modular steel beam precast slab units with cast-in-place closure pour slabs.” 2005. Web. 23 Jul 2019.

Vancouver:

Brush NC. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/1969.1/1356.

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

Council of Science Editors:

Brush NC. Connection of modular steel beam precast slab units with cast-in-place closure pour slabs. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/1356

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

9. Juliani, Lucas Marrara. Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos.

Degree: Mestrado, Estruturas, 2014, University of São Paulo

Este trabalho apresenta dois tipos de ensaios não destrutivos para a correlação do módulo dinâmico com a resistência à compressão para elementos de concreto. Os… (more)

Subjects/Keywords: concreto pré-moldado; dynamic elastic modulus.; ensaios não destrutivos; hollow core slab; laje alveolar; módulo de elasticidade dinâmico; non-destructive tests; precast concrete; ultrasound; ultrassom; vibração; vibration

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APA (6th Edition):

Juliani, L. M. (2014). Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032015-100400/ ;

Chicago Manual of Style (16th Edition):

Juliani, Lucas Marrara. “Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos.” 2014. Masters Thesis, University of São Paulo. Accessed July 23, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032015-100400/ ;.

MLA Handbook (7th Edition):

Juliani, Lucas Marrara. “Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos.” 2014. Web. 23 Jul 2019.

Vancouver:

Juliani LM. Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2019 Jul 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032015-100400/ ;.

Council of Science Editors:

Juliani LM. Avaliação das propriedades mecânicas do concreto de lajes alveolares pré-fabricadas utilizando ensaios não destrutivos. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-26032015-100400/ ;

10. Diogenes, Hidelbrando José Farkat. Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas.

Degree: PhD, Estruturas, 2013, University of São Paulo

Na construção de novas estruturas ou mesmo durante sua recuperação, a velocidade de construção influencia de maneira significativa, não apenas nos custos, mas também pelo… (more)

Subjects/Keywords: Beam-slab connection; Composite structures; Connections by adherence; Estruturas mistas; Ligação viga-laje; Ligações por aderência aço-concreto; Pré-fabricação; Precast concrete

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APA (6th Edition):

Diogenes, H. J. F. (2013). Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102013-085724/ ;

Chicago Manual of Style (16th Edition):

Diogenes, Hidelbrando José Farkat. “Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas.” 2013. Doctoral Dissertation, University of São Paulo. Accessed July 23, 2019. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102013-085724/ ;.

MLA Handbook (7th Edition):

Diogenes, Hidelbrando José Farkat. “Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas.” 2013. Web. 23 Jul 2019.

Vancouver:

Diogenes HJF. Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2019 Jul 23]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102013-085724/ ;.

Council of Science Editors:

Diogenes HJF. Análise numérica e experimental de ligações por aderência aço-concreto aplicado em estruturas mistas. [Doctoral Dissertation]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-01102013-085724/ ;

11. Henrique Raymundo. Analysis of floors of buildings in precast concrete considering the diaphragm effect.

Degree: 2012, Universidade Federal de São Carlos

Uma das principais diferenças das estruturas compostas por elementos pré-fabricados das estruturas convencionais (moldadas in loco) faz referência à maneira de como os elementos estruturais… (more)

Subjects/Keywords: Construção civil; Lajes alveolares; Pavimentos de edificações; Pré-fabricados; Rigid diaphragm; Floors; Concreto prémoldado; Diafragma rígido; Estabilidade; CONSTRUCAO CIVIL; Precast; Hollow core slab; Stability

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APA (6th Edition):

Raymundo, H. (2012). Analysis of floors of buildings in precast concrete considering the diaphragm effect. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=4801

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):

Raymundo, Henrique. “Analysis of floors of buildings in precast concrete considering the diaphragm effect.” 2012. Thesis, Universidade Federal de São Carlos. Accessed July 23, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=4801.

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

MLA Handbook (7th Edition):

Raymundo, Henrique. “Analysis of floors of buildings in precast concrete considering the diaphragm effect.” 2012. Web. 23 Jul 2019.

Vancouver:

Raymundo H. Analysis of floors of buildings in precast concrete considering the diaphragm effect. [Internet] [Thesis]. Universidade Federal de São Carlos; 2012. [cited 2019 Jul 23]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=4801.

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

Council of Science Editors:

Raymundo H. Analysis of floors of buildings in precast concrete considering the diaphragm effect. [Thesis]. Universidade Federal de São Carlos; 2012. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=4801

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

12. Carolina Alvares Camillo. Continuidade de painéis de laje alveolar em edifícios.

Degree: 2012, Universidade Federal de São Carlos

Os pavimentos formados por laje alveolar estão sendo cada vez mais utilizados no Brasil, porque podem vencer grandes vãos, ter um baixo peso próprio, permitirem… (more)

Subjects/Keywords: Concreto pré-moldado; Pré-fabricados; Lajes alveolares; Lajes de Piso; Continuidade; Pavimentos de edificações; CONSTRUCAO CIVIL; Concrete; Precast; Hollow core slab; Floors; Continuity

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APA (6th Edition):

Camillo, C. A. (2012). Continuidade de painéis de laje alveolar em edifícios. (Thesis). Universidade Federal de São Carlos. Retrieved from http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5839

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):

Camillo, Carolina Alvares. “Continuidade de painéis de laje alveolar em edifícios.” 2012. Thesis, Universidade Federal de São Carlos. Accessed July 23, 2019. http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5839.

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

MLA Handbook (7th Edition):

Camillo, Carolina Alvares. “Continuidade de painéis de laje alveolar em edifícios.” 2012. Web. 23 Jul 2019.

Vancouver:

Camillo CA. Continuidade de painéis de laje alveolar em edifícios. [Internet] [Thesis]. Universidade Federal de São Carlos; 2012. [cited 2019 Jul 23]. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5839.

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

Council of Science Editors:

Camillo CA. Continuidade de painéis de laje alveolar em edifícios. [Thesis]. Universidade Federal de São Carlos; 2012. Available from: http://www.bdtd.ufscar.br/htdocs/tedeSimplificado//tde_busca/arquivo.php?codArquivo=5839

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


University of Western Ontario

13. El Semelawy, Mohamed. Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs.

Degree: 2011, University of Western Ontario

Precast concrete shear walls are used to resist lateral loads in low- to medium-rise buildings. An innovative joining technique is proposed to accelerate construction process… (more)

Subjects/Keywords: Shear walls; nonlinear; finite element; LS-DYNA; Anchor Bolts; Precast Concrete; Shear; Joints. Design; prestressed flat-slab; optimization; heuristic; multi-objective; genetic algorithm; Civil Engineering; Structural Engineering

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

APA (6th Edition):

El Semelawy, M. (2011). Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/171

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):

El Semelawy, Mohamed. “Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs.” 2011. Thesis, University of Western Ontario. Accessed July 23, 2019. https://ir.lib.uwo.ca/etd/171.

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

MLA Handbook (7th Edition):

El Semelawy, Mohamed. “Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs.” 2011. Web. 23 Jul 2019.

Vancouver:

El Semelawy M. Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs. [Internet] [Thesis]. University of Western Ontario; 2011. [cited 2019 Jul 23]. Available from: https://ir.lib.uwo.ca/etd/171.

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

Council of Science Editors:

El Semelawy M. Experimental and Numerical Development of Anchor-Jointed Precast Structural Wall System and Optimum Design of Prestressed Slabs. [Thesis]. University of Western Ontario; 2011. Available from: https://ir.lib.uwo.ca/etd/171

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

14. Kwon, Ki Yeon. Design recommendations for CIP-PCP bridge decks.

Degree: Civil, Architectural, and Environmental Engineering, 2012, University of Texas – Austin

Precast, prestressed concrete panels (PCPs) and cast-in-place (CIP) concrete slabs are commonly used in Texas and elsewhere. Because PCPs are placed between bridge girders, and… (more)

Subjects/Keywords: Cast-in-place slab; Precast concrete panel; Prestressed concrete panel

PRECAST, PRESTRESSED CONCRETE PANELS… …2 Figure 1-3: Criteria for rejection of precast panel… …105 Figure 4-7: Half-size precast, prestressed concrete panels (strands cut on one side… …4-10: Space between precast, prestressed panels, restrained-shrinkage test… …Precast, prestressed Concrete Panel (PCP) bridge deck system was first used in a… 

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

APA (6th Edition):

Kwon, K. Y. (2012). Design recommendations for CIP-PCP bridge decks. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2012-12-6467

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):

Kwon, Ki Yeon. “Design recommendations for CIP-PCP bridge decks.” 2012. Thesis, University of Texas – Austin. Accessed July 23, 2019. http://hdl.handle.net/2152/ETD-UT-2012-12-6467.

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

MLA Handbook (7th Edition):

Kwon, Ki Yeon. “Design recommendations for CIP-PCP bridge decks.” 2012. Web. 23 Jul 2019.

Vancouver:

Kwon KY. Design recommendations for CIP-PCP bridge decks. [Internet] [Thesis]. University of Texas – Austin; 2012. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6467.

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

Council of Science Editors:

Kwon KY. Design recommendations for CIP-PCP bridge decks. [Thesis]. University of Texas – Austin; 2012. Available from: http://hdl.handle.net/2152/ETD-UT-2012-12-6467

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


University of South Carolina

15. Jones, Matthew Kelly. Structural Health Monitoring of Concrete Systems.

Degree: MS, Civil and Environmental Engineering, 2013, University of South Carolina

  Concrete material is widely used around the world for the construction of many infrastructure including highway bridges, residential and commercial building, dams, electric power… (more)

Subjects/Keywords: Civil and Environmental Engineering; Engineering; Acoustic Emission; Alkali-Silica Reaction; longtitudinal connection joint shear key; Non-destructive testing; precast approach slab shear key detail; Structural Health monitoring

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APA (6th Edition):

Jones, M. K. (2013). Structural Health Monitoring of Concrete Systems. (Masters Thesis). University of South Carolina. Retrieved from https://scholarcommons.sc.edu/etd/2455

Chicago Manual of Style (16th Edition):

Jones, Matthew Kelly. “Structural Health Monitoring of Concrete Systems.” 2013. Masters Thesis, University of South Carolina. Accessed July 23, 2019. https://scholarcommons.sc.edu/etd/2455.

MLA Handbook (7th Edition):

Jones, Matthew Kelly. “Structural Health Monitoring of Concrete Systems.” 2013. Web. 23 Jul 2019.

Vancouver:

Jones MK. Structural Health Monitoring of Concrete Systems. [Internet] [Masters thesis]. University of South Carolina; 2013. [cited 2019 Jul 23]. Available from: https://scholarcommons.sc.edu/etd/2455.

Council of Science Editors:

Jones MK. Structural Health Monitoring of Concrete Systems. [Masters Thesis]. University of South Carolina; 2013. Available from: https://scholarcommons.sc.edu/etd/2455


Brno University of Technology

16. Wolf, Jiří. Statické řešení soustavy železobetonových nádrží .

Degree: 2016, Brno University of Technology

 Cílem bakalářské práce je návrh a posouzení soustavy železobetonových nádrží a prefabrikované železobetonové stropní desky sloužící k zastropení těchto nádrží. Posouzení těchto prvků je provedeno… (more)

Subjects/Keywords: Železobeton; soustava nádrží; železobetonová nádrž; beton; betonářská výztuž; výpočtový model; prefabrikovaná deska; Reinforced concrete; tank system; reinforced tank; concrete; reinforcement; model; precast slab.

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APA (6th Edition):

Wolf, J. (2016). Statické řešení soustavy železobetonových nádrží . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/63013

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):

Wolf, Jiří. “Statické řešení soustavy železobetonových nádrží .” 2016. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/63013.

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

MLA Handbook (7th Edition):

Wolf, Jiří. “Statické řešení soustavy železobetonových nádrží .” 2016. Web. 23 Jul 2019.

Vancouver:

Wolf J. Statické řešení soustavy železobetonových nádrží . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/63013.

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

Council of Science Editors:

Wolf J. Statické řešení soustavy železobetonových nádrží . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/63013

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


University of Manitoba

17. Foubert, Steven. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.

Degree: Civil Engineering, 2014, University of Manitoba

 Prestressed hollow core slabs are essential components in structures such as bridges, parking garages, marine structures, and commercial and industrial buildings. Material degradation and altered… (more)

Subjects/Keywords: Prestressed concrete; Near-surface mounting; Reinforced concrete; Hollow core; slab; FRP; CFRP; Strengthening; NSM; NSM-FRP; Prestressing; polymer; rehabilitation; flexural; precast; debonding

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APA (6th Edition):

Foubert, S. (2014). Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. (Masters Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/23570

Chicago Manual of Style (16th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Masters Thesis, University of Manitoba. Accessed July 23, 2019. http://hdl.handle.net/1993/23570.

MLA Handbook (7th Edition):

Foubert, Steven. “Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement.” 2014. Web. 23 Jul 2019.

Vancouver:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Internet] [Masters thesis]. University of Manitoba; 2014. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/1993/23570.

Council of Science Editors:

Foubert S. Flexural strengthening of prestressed hollow-core slabs using near-surface mounted (NSM) CFRP reinforcement. [Masters Thesis]. University of Manitoba; 2014. Available from: http://hdl.handle.net/1993/23570


Brno University of Technology

18. Čihák, Tomáš. Tělocvična - prefabrikovaný skelet .

Degree: 2015, Brno University of Technology

 Diplomová práce se zabývá návrhem nosného systému prefabrikované skeletové konstrukce. Předmětem práce je příčný a podélný nosný rám konstrukce, skládající se z kalichových patek, sloupů,… (more)

Subjects/Keywords: zatížení; vnitřní síly; beton; výztuž; železobeton; základová patka; sloup; průvlak; stropní panel; prefabrikovaný skelet; nosná konstrukce; výkresová dokumentace; load; internal forces; concrete; reinforcement; reinforced concrete; foundation pad; girder; precast floor slab; precast concrete frame; load-bearing structure; drawings

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

APA (6th Edition):

Čihák, T. (2015). Tělocvična - prefabrikovaný skelet . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37522

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):

Čihák, Tomáš. “Tělocvična - prefabrikovaný skelet .” 2015. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/37522.

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

MLA Handbook (7th Edition):

Čihák, Tomáš. “Tělocvična - prefabrikovaný skelet .” 2015. Web. 23 Jul 2019.

Vancouver:

Čihák T. Tělocvična - prefabrikovaný skelet . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/37522.

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

Council of Science Editors:

Čihák T. Tělocvična - prefabrikovaný skelet . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37522

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


Brno University of Technology

19. Wrana, Lukáš. Hasičská stanice .

Degree: 2017, Brno University of Technology

 Předmětem diplomové práce je vypracování projektové dokumentace k provedení novostavby hasičské stanice v Šumperku. Hasičská stanice je navržena jako stanice typu „C“ dle normy ČSN… (more)

Subjects/Keywords: Projektová dokumentace; hasičská stanice; zděná budova; jednoplášťová plochá střecha; montovaný železobetonový skelet; prefabrikovaný prvek; základová patka; kontaktní zateplovací systém; stropní panel; stěnový panel; Project documentation; fire station; masonry building; warm flat roof; precast reinforced concrete frame; precast element; foundation pad; contact thermal insulation system; precast floor slab; wall panel

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

APA (6th Edition):

Wrana, L. (2017). Hasičská stanice . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64432

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):

Wrana, Lukáš. “Hasičská stanice .” 2017. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/64432.

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

MLA Handbook (7th Edition):

Wrana, Lukáš. “Hasičská stanice .” 2017. Web. 23 Jul 2019.

Vancouver:

Wrana L. Hasičská stanice . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/64432.

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

Council of Science Editors:

Wrana L. Hasičská stanice . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64432

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

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

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 July 23, 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. 23 Jul 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 Jul 23]. 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

21. Kvapil, Michal. Realizace hrubé vrchní stavby výrobní haly .

Degree: 2015, Brno University of Technology

 Podnětem pro řešení této práce bylo zahájení výstavby nové haly v místě mého bydliště. Podobný objekt se v mém okolí stavěl po dlouhé době poprvé,… (more)

Subjects/Keywords: Železobetonový skelet; předpjaté stropní panely spiroll; panely filigrán; montáž; hrubá stavba; zařízení staveniště; strojní sestava; bezpečnost práce; kvalita; Precast reinforced concrete frame; prestressed concrete floor slab; reinforced concrete composite floor slab; construction; gross superstructure; site equipment; mechanical assembly; safety; quality

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

APA (6th Edition):

Kvapil, M. (2015). Realizace hrubé vrchní stavby výrobní haly . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42369

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):

Kvapil, Michal. “Realizace hrubé vrchní stavby výrobní haly .” 2015. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/42369.

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

MLA Handbook (7th Edition):

Kvapil, Michal. “Realizace hrubé vrchní stavby výrobní haly .” 2015. Web. 23 Jul 2019.

Vancouver:

Kvapil M. Realizace hrubé vrchní stavby výrobní haly . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/42369.

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

Council of Science Editors:

Kvapil M. Realizace hrubé vrchní stavby výrobní haly . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42369

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


University of Canterbury

22. Woods, Lisa Joy. The significance of negative bending moments in the seismic performance of hollow-core flooring.

Degree: Civil and Natural Resources Engineering, 2008, University of Canterbury

 Hollow-core flooring units are designed as simply supported members. However, frequently in construction, continuity is established between the units and supporting structure by the addition… (more)

Subjects/Keywords: Hollow-core; Hollowcore; Dycore; Core slab; Concrete; prestressed; precast floor; earthquake; failure; test; negative moment; flexure-shear

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APA (6th Edition):

Woods, L. J. (2008). The significance of negative bending moments in the seismic performance of hollow-core flooring. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/2042

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):

Woods, Lisa Joy. “The significance of negative bending moments in the seismic performance of hollow-core flooring.” 2008. Thesis, University of Canterbury. Accessed July 23, 2019. http://hdl.handle.net/10092/2042.

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

MLA Handbook (7th Edition):

Woods, Lisa Joy. “The significance of negative bending moments in the seismic performance of hollow-core flooring.” 2008. Web. 23 Jul 2019.

Vancouver:

Woods LJ. The significance of negative bending moments in the seismic performance of hollow-core flooring. [Internet] [Thesis]. University of Canterbury; 2008. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/10092/2042.

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

Council of Science Editors:

Woods LJ. The significance of negative bending moments in the seismic performance of hollow-core flooring. [Thesis]. University of Canterbury; 2008. Available from: http://hdl.handle.net/10092/2042

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


Brno University of Technology

23. Škoda, Martin. Montovaná konstrukce výrobního komplexu s administrativou .

Degree: 2017, Brno University of Technology

 Diplomová práce se zabývá návrhem nosných konstrukcí v montovaném skeletu. Výpočet vnitřních sil je proveden pomocí programu Dlubal RFEM. Pro posouzení byly zvoleny dva nejvíce… (more)

Subjects/Keywords: Montovaný skelet; průvlak (nosník); sloup; ztužidlo; předpjatý stropní panel; montážní detail; krátká konzola; montážní stádium; provozní stádium; vnitřní síly; výkres skladby; dílenská dokumentace; Precast concreste frame; beam; column; bracing; prestressed concrete floor slab; mounting details; short console; mounting stadium; operating stdium; internal forces; composition drawning; workshop documentation

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APA (6th Edition):

Škoda, M. (2017). Montovaná konstrukce výrobního komplexu s administrativou . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64498

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):

Škoda, Martin. “Montovaná konstrukce výrobního komplexu s administrativou .” 2017. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/64498.

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

MLA Handbook (7th Edition):

Škoda, Martin. “Montovaná konstrukce výrobního komplexu s administrativou .” 2017. Web. 23 Jul 2019.

Vancouver:

Škoda M. Montovaná konstrukce výrobního komplexu s administrativou . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/64498.

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

Council of Science Editors:

Škoda M. Montovaná konstrukce výrobního komplexu s administrativou . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64498

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


Brno University of Technology

24. Resl, Jaroslav. Stavební průzkum a diagnostika konstrukce .

Degree: 2016, Brno University of Technology

 Práce se zabývá v úvodu stručným přehledem diagnostických metod pro provádění průzkumů železobetonových konstrukcí. Praktická část obsahuje popis stavebně technického průzkumu výrobní haly, vyhodnocení pevnosti… (more)

Subjects/Keywords: Diagnostika; GPR; georadar; výztuž; beton; vývrty; stavebně technický průzkum; konstrukce; NDT; Profometer; Hilti PS1000; Profometer PM-630; stropní panely; zatěžovací zkoušky; Diagnostics; GPR; ground penetrating radar; reinforcement; concrete; bore; reconnaissance; construction; NDT; Profometer; Hilti PS1000; Profometer PM-630; precast floor slab; load testing

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

APA (6th Edition):

Resl, J. (2016). Stavební průzkum a diagnostika konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57759

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):

Resl, Jaroslav. “Stavební průzkum a diagnostika konstrukce .” 2016. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/57759.

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

MLA Handbook (7th Edition):

Resl, Jaroslav. “Stavební průzkum a diagnostika konstrukce .” 2016. Web. 23 Jul 2019.

Vancouver:

Resl J. Stavební průzkum a diagnostika konstrukce . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/57759.

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

Council of Science Editors:

Resl J. Stavební průzkum a diagnostika konstrukce . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57759

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


Brno University of Technology

25. Kozumplík, Lukáš. Železobetonová monolitická konstrukce .

Degree: 2016, Brno University of Technology

 Diplomová práce je zaměřena na statické řešení vícepodlažní administrativní budovy. Nosnou konstrukci tvoří monolitický železobeton. V práci je řešena vybraná stropní konstrukce, sloup, základová patka,… (more)

Subjects/Keywords: Železobetonová monolitická konstrukce; administrativní budova; lokálně podepřená stropní deska; sloup; základová patka; stěna; prefabrikované schodiště.; Cast-in-place reinforced concrete structure; office building; locally supported floor slab; column; foundation pad; wall; precast staircase.

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

APA (6th Edition):

Kozumplík, L. (2016). Železobetonová monolitická konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57544

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):

Kozumplík, Lukáš. “Železobetonová monolitická konstrukce .” 2016. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/57544.

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

MLA Handbook (7th Edition):

Kozumplík, Lukáš. “Železobetonová monolitická konstrukce .” 2016. Web. 23 Jul 2019.

Vancouver:

Kozumplík L. Železobetonová monolitická konstrukce . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/57544.

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

Council of Science Editors:

Kozumplík L. Železobetonová monolitická konstrukce . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57544

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


Brno University of Technology

26. Wernerová, Lucie. Restaurační minipivovar v Golčově Jeníkově .

Degree: 2017, Brno University of Technology

 Projekt se týká návrhu a řešení restauračního minipivovaru s ubytováním. Jedná se o novostavbu budovy na pozemkové parcele č. 2739, která se nachází ve městě… (more)

Subjects/Keywords: restaurace; minipivovar; pension; podsklepený objekt; předpjatý panel SPIROLL; bezbariérové řešení; montovaný skelet; zděná stavba; plochá střecha; restaurant; microbrewery; boarding house; basement building; prestressed concrete floor slab SPIROLL; barrier-free solutions; precast concrete frame; brick building; warm flat roof

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

APA (6th Edition):

Wernerová, L. (2017). Restaurační minipivovar v Golčově Jeníkově . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64452

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):

Wernerová, Lucie. “Restaurační minipivovar v Golčově Jeníkově .” 2017. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/64452.

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

MLA Handbook (7th Edition):

Wernerová, Lucie. “Restaurační minipivovar v Golčově Jeníkově .” 2017. Web. 23 Jul 2019.

Vancouver:

Wernerová L. Restaurační minipivovar v Golčově Jeníkově . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/64452.

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

Council of Science Editors:

Wernerová L. Restaurační minipivovar v Golčově Jeníkově . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64452

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


Brno University of Technology

27. Marčanová, Martina. Bodově podepřená železobetonová deska .

Degree: 2018, Brno University of Technology

 Cílem bakalářské práce je navrhnout vybrané konstrukce vícepodlažního obchodního domu. Nosnou konstrukci tvoří monolitický železobetonový skelet. Pro práci byla vybrána železobetonová lokálně podepřená stropní deska… (more)

Subjects/Keywords: Železobetonová monolitická konstrukce; obchodní centrum; lokálně podepřená stropní konstrukce; sloup; základová patka; prefabrikované schodiště.; Cast-in-place reinforced concrete structure; office building; locally supported floor slab; column; foundation pad; wall; precast staircase.

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

APA (6th Edition):

Marčanová, M. (2018). Bodově podepřená železobetonová deska . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84462

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):

Marčanová, Martina. “Bodově podepřená železobetonová deska .” 2018. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/84462.

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

MLA Handbook (7th Edition):

Marčanová, Martina. “Bodově podepřená železobetonová deska .” 2018. Web. 23 Jul 2019.

Vancouver:

Marčanová M. Bodově podepřená železobetonová deska . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/84462.

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

Council of Science Editors:

Marčanová M. Bodově podepřená železobetonová deska . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84462

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


Brno University of Technology

28. Hrvolová, Markéta. Posouzení železobetonové konstrukce bytového domu .

Degree: 2016, Brno University of Technology

 Cílem diplomové práce je statické řešení vybraných železobetonových částí objektu bytového domu včetně výkresů tvaru a výkresů výztuže posuzovaných prvků. Práce popisuje návrh a posouzení… (more)

Subjects/Keywords: bytový dům; železobetonová stropní deska; průvlak; železobetonová stěna; opěrná stěna; prefabrikované schodišťové rameno; zemní tlak; vnitřní síly; dimenzování; výztuž; residental house; reinforced concrete slab; beam; reinforced concrete wall; retaining wall; precast stair flight; earth pressure; internal forces; design of structures; reinforcement

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

APA (6th Edition):

Hrvolová, M. (2016). Posouzení železobetonové konstrukce bytového domu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57676

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):

Hrvolová, Markéta. “Posouzení železobetonové konstrukce bytového domu .” 2016. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/57676.

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

MLA Handbook (7th Edition):

Hrvolová, Markéta. “Posouzení železobetonové konstrukce bytového domu .” 2016. Web. 23 Jul 2019.

Vancouver:

Hrvolová M. Posouzení železobetonové konstrukce bytového domu . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/57676.

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

Council of Science Editors:

Hrvolová M. Posouzení železobetonové konstrukce bytového domu . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57676

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


Brno University of Technology

29. Hirt, Lukáš. Polyfunkční dům .

Degree: 2015, Brno University of Technology

 V diplomové práci řeším novostavbu polyfunkčního domu. Objekt se bude nacházet ve městě Brno-Horní Heršpice, Sokolova ulice, parcela č. 707/1, okres Brno. Polyfunkční dům je… (more)

Subjects/Keywords: polyfunkční dům; plochá střecha; bytové jednotky; kavárna; základové betonové pasy; zdící systém Sendwix; stropní panel Spiroll; železobetonové schodiště; povlaková krytina; multi-functional building; flat roof; apartments; cafe; concrete foundation strips; masonry systém Sendwix; precast floor slab Spiroll; reinforced concrete staircase; coating covering

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

APA (6th Edition):

Hirt, L. (2015). Polyfunkční dům . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37637

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):

Hirt, Lukáš. “Polyfunkční dům .” 2015. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/37637.

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

MLA Handbook (7th Edition):

Hirt, Lukáš. “Polyfunkční dům .” 2015. Web. 23 Jul 2019.

Vancouver:

Hirt L. Polyfunkční dům . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/37637.

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

Council of Science Editors:

Hirt L. Polyfunkční dům . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37637

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


Brno University of Technology

30. Kaňovský, Michal. Malý bytový dům .

Degree: 2019, Brno University of Technology

 ABSTRAKT Předmětem bakalářské práce je zpracování projektové dokumentace pro provedení stavby bytového domu. Navrhovaný objekt se nachází na katastrálním území Myslibořice na parcele č. 9/1.… (more)

Subjects/Keywords: KLÍČOVÁ SLOVA Bytový dům; stěnový konstrukční systém; keramické tvárnice; příhradový vazník; stropní panely; dřevohliníkové okno; bytová jednotka; valbová střecha; KEYWORDS Apartment building; wall construction system; ceramic masonry units; permanent shuttering system; precast floor slab; wood-aluminium window; apartment unit; hipped roof

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

APA (6th Edition):

Kaňovský, M. (2019). Malý bytový dům . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179922

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):

Kaňovský, Michal. “Malý bytový dům .” 2019. Thesis, Brno University of Technology. Accessed July 23, 2019. http://hdl.handle.net/11012/179922.

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

MLA Handbook (7th Edition):

Kaňovský, Michal. “Malý bytový dům .” 2019. Web. 23 Jul 2019.

Vancouver:

Kaňovský M. Malý bytový dům . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Jul 23]. Available from: http://hdl.handle.net/11012/179922.

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

Council of Science Editors:

Kaňovský M. Malý bytový dům . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179922

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

[1] [2]

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