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You searched for subject:(Precast Beam Slab System). Showing records 1 – 30 of 49721 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 June 25, 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. 25 Jun 2019.

Vancouver:

MATHEAS K. Analysis, Design and Cost Effectiveness of Precast Beam-Slab System . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Jun 25]. 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


Addis Ababa University

2. Melaku, Tesfaye. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .

Degree: 2013, Addis Ababa University

 It should not be puzzling to have 55% of the condominium house lottery winners did not show up interest to sign and receive ‘their’ houses,… (more)

Subjects/Keywords: Precast Beam; low cost buildings

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APA (6th Edition):

Melaku, T. (2013). Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/4188

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):

Melaku, Tesfaye. “Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .” 2013. Thesis, Addis Ababa University. Accessed June 25, 2019. http://etd.aau.edu.et/dspace/handle/123456789/4188.

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

MLA Handbook (7th Edition):

Melaku, Tesfaye. “Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings .” 2013. Web. 25 Jun 2019.

Vancouver:

Melaku T. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . [Internet] [Thesis]. Addis Ababa University; 2013. [cited 2019 Jun 25]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4188.

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

Council of Science Editors:

Melaku T. Investigation of Alternative Design Forms of Precast Beam for Low Cost Buildings . [Thesis]. Addis Ababa University; 2013. Available from: http://etd.aau.edu.et/dspace/handle/123456789/4188

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


Brno University of Technology

3. Polák, Marek. Vícepodlažní montovaná konstrukce .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá přepracováním nemocničního pavilonu z monolitické varianty na montovaný skelet. Výpočet vnitřních sil je proveden pomocí programu SCIA Engineer. Mezi navrhované nosné… (more)

Subjects/Keywords: Montovaný skelet; pavilon nemocnice; montážní stadium; provozní stadium; sloup; průvlak; ztužidlo; dutinový panel; konstrukční detaily styčníků; šroubovaná botka sloupu; vnitřní síly; interakční diagram; výkres skladby; výrobní výkres; ruční výpočet; Precast concrete frame; hospital pavilion; assembly stadium; operating stadium; column; beam; bracing; hollow core slab; assembly joint details; column shoe system; internal forces; interaction diagram; composition drawing; production drawing; hand calculation

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APA (6th Edition):

Polák, M. (2016). Vícepodlažní montovaná konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57711

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):

Polák, Marek. “Vícepodlažní montovaná konstrukce .” 2016. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/57711.

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

MLA Handbook (7th Edition):

Polák, Marek. “Vícepodlažní montovaná konstrukce .” 2016. Web. 25 Jun 2019.

Vancouver:

Polák M. Vícepodlažní montovaná konstrukce . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/57711.

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

Council of Science Editors:

Polák M. Vícepodlažní montovaná konstrukce . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57711

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

4. 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 June 25, 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. 25 Jun 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 Jun 25]. 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/ ;


Brno University of Technology

5. 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 June 25, 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. 25 Jun 2019.

Vancouver:

Wolf J. Statické řešení soustavy železobetonových nádrží . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jun 25]. 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


Brno University of Technology

6. 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 (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 June 25, 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. 25 Jun 2019.

Vancouver:

Wrana L. Hasičská stanice . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jun 25]. 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


Clemson University

7. Roberts, Sara. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.

Degree: MS, Civil Engineering, 2010, Clemson University

  Adjacent beam bridges, such as box beams and hollow core bridges have been one of the most popular forms of precast prestressed bridges in… (more)

Subjects/Keywords: adjacent beam bridges; Box beam bridges; precast bridges; Civil Engineering

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APA (6th Edition):

Roberts, S. (2010). INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/923

Chicago Manual of Style (16th Edition):

Roberts, Sara. “INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.” 2010. Masters Thesis, Clemson University. Accessed June 25, 2019. https://tigerprints.clemson.edu/all_theses/923.

MLA Handbook (7th Edition):

Roberts, Sara. “INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES.” 2010. Web. 25 Jun 2019.

Vancouver:

Roberts S. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Jun 25]. Available from: https://tigerprints.clemson.edu/all_theses/923.

Council of Science Editors:

Roberts S. INFLUENCE OF SHEAR KEY PERFORMANCE ON THE FATIGUE LIFE OF ADJACENT BEAM BRIDGES. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/923


Texas A&M University

8. 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 June 25, 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. 25 Jun 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 Jun 25]. 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

9. 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 June 25, 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. 25 Jun 2019.

Vancouver:

Faris AS. An integral precast approach slab to bridge connection. [Internet] [Thesis]. Iowa State University; 2009. [cited 2019 Jun 25]. 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

10. 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 25, 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. 25 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 25]. 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


KTH

11. Yaqoob, Saima. BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD.

Degree: Structural Engineering and Bridges, 2017, KTH

  Bridge edge beam system is an increasing concern in Sweden. Because it is the mostvisible part of the structure which is subjected to harsh… (more)

Subjects/Keywords: Bridge edge beam system; edge beam; overhang slab; structural analysis; non-linear finite element modelling; shear force; bending moment; distribution width; failure mode.; Construction Management; Byggproduktion

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

APA (6th Edition):

Yaqoob, S. (2017). BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806

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):

Yaqoob, Saima. “BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD.” 2017. Thesis, KTH. Accessed June 25, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.

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

MLA Handbook (7th Edition):

Yaqoob, Saima. “BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD.” 2017. Web. 25 Jun 2019.

Vancouver:

Yaqoob S. BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD. [Internet] [Thesis]. KTH; 2017. [cited 2019 Jun 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.

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

Council of Science Editors:

Yaqoob S. BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806

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


Brno University of Technology

12. 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 (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 June 25, 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. 25 Jun 2019.

Vancouver:

Hrvolová M. Posouzení železobetonové konstrukce bytového domu . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jun 25]. 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

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

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 June 25, 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. 25 Jun 2019.

Vancouver:

Škoda M. Montovaná konstrukce výrobního komplexu s administrativou . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Jun 25]. 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

14. Hilário, Luís Filipe dos Santos. Pré-esforço em edifícios e obras de arte.

Degree: 2013, Repositório Científico do Instituto Politécnico de Lisboa

O presente relatório de estágio encontra-se inserido no âmbito do Trabalho Final de Mestrado, da área de especialização de Edificações, relativo ao curso de Engenharia… (more)

Subjects/Keywords: Pré-esforço; Laje; Viga; Prestressing; Slab; Beam

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APA (6th Edition):

Hilário, L. F. d. S. (2013). Pré-esforço em edifícios e obras de arte. (Thesis). Repositório Científico do Instituto Politécnico de Lisboa. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536

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):

Hilário, Luís Filipe dos Santos. “Pré-esforço em edifícios e obras de arte.” 2013. Thesis, Repositório Científico do Instituto Politécnico de Lisboa. Accessed June 25, 2019. http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536.

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

MLA Handbook (7th Edition):

Hilário, Luís Filipe dos Santos. “Pré-esforço em edifícios e obras de arte.” 2013. Web. 25 Jun 2019.

Vancouver:

Hilário LFdS. Pré-esforço em edifícios e obras de arte. [Internet] [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. [cited 2019 Jun 25]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536.

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

Council of Science Editors:

Hilário LFdS. Pré-esforço em edifícios e obras de arte. [Thesis]. Repositório Científico do Instituto Politécnico de Lisboa; 2013. Available from: http://www.rcaap.pt/detail.jsp?id=oai:repositorio.ipl.pt:10400.21/2536

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


Texas A&M University

15. Petersen-Gauthier, Joel. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.

Degree: 2013, Texas A&M University

 Transverse load distribution behavior amongst bridge girders is influenced by many parameters including girder material properties, spacing, skew, deck design, and stiffening element interactions. In… (more)

Subjects/Keywords: Load Distribution Factors; Grillage; Slab Beam; Box Beam; Bridge Modeling

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APA (6th Edition):

Petersen-Gauthier, J. (2013). Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/151393

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):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Thesis, Texas A&M University. Accessed June 25, 2019. http://hdl.handle.net/1969.1/151393.

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

MLA Handbook (7th Edition):

Petersen-Gauthier, Joel. “Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges.” 2013. Web. 25 Jun 2019.

Vancouver:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Internet] [Thesis]. Texas A&M University; 2013. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1969.1/151393.

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

Council of Science Editors:

Petersen-Gauthier J. Application of the Grillage Methodology to Determine Load Distribution Factors for Spread Slab Beam Bridges. [Thesis]. Texas A&M University; 2013. Available from: http://hdl.handle.net/1969.1/151393

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


University of Canterbury

16. Amaris Mesa, Alejandro Dario. Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames.

Degree: Department of Civil and Natural resources, 2010, University of Canterbury

 Major advances have been observed during the last two decades in the field of seismic engineering with further refinements of performance-based seismic design philosophies and… (more)

Subjects/Keywords: Precast Concrete; Hybrid system; non-tearing

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APA (6th Edition):

Amaris Mesa, A. D. (2010). Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/4979

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):

Amaris Mesa, Alejandro Dario. “Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames.” 2010. Thesis, University of Canterbury. Accessed June 25, 2019. http://hdl.handle.net/10092/4979.

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

MLA Handbook (7th Edition):

Amaris Mesa, Alejandro Dario. “Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames.” 2010. Web. 25 Jun 2019.

Vancouver:

Amaris Mesa AD. Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames. [Internet] [Thesis]. University of Canterbury; 2010. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/10092/4979.

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

Council of Science Editors:

Amaris Mesa AD. Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames. [Thesis]. University of Canterbury; 2010. Available from: http://hdl.handle.net/10092/4979

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


Texas A&M University

17. Steele, John Phillip. Composite RCS frame systems: construction and peformance.

Degree: 2004, Texas A&M University

 The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in… (more)

Subjects/Keywords: RCS; constructability; cyclic loading; steel beam-slab system; joint strength; cruciform; inelastic analysis

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APA (6th Edition):

Steele, J. P. (2004). Composite RCS frame systems: construction and peformance. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/181

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):

Steele, John Phillip. “Composite RCS frame systems: construction and peformance.” 2004. Thesis, Texas A&M University. Accessed June 25, 2019. http://hdl.handle.net/1969.1/181.

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

MLA Handbook (7th Edition):

Steele, John Phillip. “Composite RCS frame systems: construction and peformance.” 2004. Web. 25 Jun 2019.

Vancouver:

Steele JP. Composite RCS frame systems: construction and peformance. [Internet] [Thesis]. Texas A&M University; 2004. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1969.1/181.

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

Council of Science Editors:

Steele JP. Composite RCS frame systems: construction and peformance. [Thesis]. Texas A&M University; 2004. Available from: http://hdl.handle.net/1969.1/181

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


Mid Sweden University

18. 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 June 25, 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. 25 Jun 2019.

Vancouver:

Kareliusson F. Bjälklag i Betong är billigare än Korslimmat trä : en jämförelse mellan bjälklagskonstruktioner. [Internet] [Thesis]. Mid Sweden University; 2017. [cited 2019 Jun 25]. 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

19. 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 June 25, 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. 25 Jun 2019.

Vancouver:

Bohatec J. Návrh železobetonové konstrukce tělocvičny v Olomouci . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jun 25]. 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

20. Vidjeapriya R. Behaviour of precast beam column connections subjected to seismic type loading;.

Degree: Precast beam – column connections subjected to seismic type loading, 2014, Anna University

Though the precast concrete structural systems are being widely newlineused worldwide, in India most of the constructions are cast-in-situ concrete newlineconstructions. The tremendous growth of… (more)

Subjects/Keywords: Beam-column; Civil engineering; Precast connection using JBolt (PC-JB); Precast connection using Tie Rod (PC-TR); Seismic

Page 1

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APA (6th Edition):

R, V. (2014). Behaviour of precast beam column connections subjected to seismic type loading;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/16608

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):

R, Vidjeapriya. “Behaviour of precast beam column connections subjected to seismic type loading;.” 2014. Thesis, Anna University. Accessed June 25, 2019. http://shodhganga.inflibnet.ac.in/handle/10603/16608.

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

MLA Handbook (7th Edition):

R, Vidjeapriya. “Behaviour of precast beam column connections subjected to seismic type loading;.” 2014. Web. 25 Jun 2019.

Vancouver:

R V. Behaviour of precast beam column connections subjected to seismic type loading;. [Internet] [Thesis]. Anna University; 2014. [cited 2019 Jun 25]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16608.

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

Council of Science Editors:

R V. Behaviour of precast beam column connections subjected to seismic type loading;. [Thesis]. Anna University; 2014. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/16608

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


Penn State University

21. Motter, Christopher John. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.

Degree: MS, Civil Engineering, 2009, Penn State University

 An analytical algorithm is developed to compute the mid-panel deflection-time history for two-way reinforced concrete floor slabs in multi-story high-rise buildings. Mid-panel deflection is determined… (more)

Subjects/Keywords: construction loading; construction loads; construction load; crossing-beam; reinforced concrete slab; floor slab; floor slabs; slab deflection; slab deflections; slab serviceability; two-way slab; slab deflection-time history; crossing beam; shoring; reshoring

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APA (6th Edition):

Motter, C. J. (2009). Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/9754

Chicago Manual of Style (16th Edition):

Motter, Christopher John. “Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.” 2009. Masters Thesis, Penn State University. Accessed June 25, 2019. https://etda.libraries.psu.edu/catalog/9754.

MLA Handbook (7th Edition):

Motter, Christopher John. “Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings.” 2009. Web. 25 Jun 2019.

Vancouver:

Motter CJ. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. [Internet] [Masters thesis]. Penn State University; 2009. [cited 2019 Jun 25]. Available from: https://etda.libraries.psu.edu/catalog/9754.

Council of Science Editors:

Motter CJ. Serviceability Analysis for Deflection of Reinforced Concrete Floor Slabs in Multi-Story High-Rise Buildings. [Masters Thesis]. Penn State University; 2009. Available from: https://etda.libraries.psu.edu/catalog/9754


Clemson University

22. Deery, Daniel. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.

Degree: MS, Civil Engineering, 2010, Clemson University

 Adjacent precast, prestressed concrete beam bridges have become a popular solution throughout the country because deck forming can be eliminated and construction is rapid. In… (more)

Subjects/Keywords: Adjacent Beam; Bridge; Flat Slab; Hollow Core; NEXT D Beam; SCDOT; Civil Engineering

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APA (6th Edition):

Deery, D. (2010). Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. (Masters Thesis). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_theses/1011

Chicago Manual of Style (16th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Masters Thesis, Clemson University. Accessed June 25, 2019. https://tigerprints.clemson.edu/all_theses/1011.

MLA Handbook (7th Edition):

Deery, Daniel. “Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces.” 2010. Web. 25 Jun 2019.

Vancouver:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Internet] [Masters thesis]. Clemson University; 2010. [cited 2019 Jun 25]. Available from: https://tigerprints.clemson.edu/all_theses/1011.

Council of Science Editors:

Deery D. Investigation of Northeast Extreme Tee (NEXT) D Beam Bridges as an Alternative to Precast Hollow Core Bridges: An Exploration of Appropriate Slab Design Forces. [Masters Thesis]. Clemson University; 2010. Available from: https://tigerprints.clemson.edu/all_theses/1011


University of Toronto

23. Mansour, Rami. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.

Degree: 2016, University of Toronto

In this thesis, an analytical model for predicting the response of laterally restrained, reinforced concrete beams and slab strips is proposed. This model is formulated… (more)

Subjects/Keywords: Arching Action; Beam; Membrane Action; Reinforced Concrete; Slab; 0537

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APA (6th Edition):

Mansour, R. (2016). An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/72742

Chicago Manual of Style (16th Edition):

Mansour, Rami. “An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.” 2016. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/72742.

MLA Handbook (7th Edition):

Mansour, Rami. “An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams.” 2016. Web. 25 Jun 2019.

Vancouver:

Mansour R. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/72742.

Council of Science Editors:

Mansour R. An Analytical Model For Predicting The Behaviour of Laterally Restrained Reinforced Concrete Beams. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/72742


University of Toronto

24. Quach, Phillip T. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.

Degree: 2016, University of Toronto

Infrastructure commonly built today incorporates very thick reinforced concrete members that serve as critical elements in the load-carrying system of the structure. Certain design codes… (more)

Subjects/Keywords: Deep Beam; Failure; Reinforced Concrete; Shear; Structure; Thick Slab; 0543

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APA (6th Edition):

Quach, P. T. (2016). Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/73110

Chicago Manual of Style (16th Edition):

Quach, Phillip T. “Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.” 2016. Masters Thesis, University of Toronto. Accessed June 25, 2019. http://hdl.handle.net/1807/73110.

MLA Handbook (7th Edition):

Quach, Phillip T. “Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures.” 2016. Web. 25 Jun 2019.

Vancouver:

Quach PT. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. [Internet] [Masters thesis]. University of Toronto; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/1807/73110.

Council of Science Editors:

Quach PT. Understanding and Safely Predicting the Shear Response of Large-scale Reinforced Concrete Structures. [Masters Thesis]. University of Toronto; 2016. Available from: http://hdl.handle.net/1807/73110


Florida International University

25. Shafieifar, Mohamadreza. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.

Degree: PhD, Civil Engineering, 2018, Florida International University

  Several connection details have been developed for the connection of precast cap beams to precast columns in Accelerated Bridge Construction (ABC) applications. Currently, the… (more)

Subjects/Keywords: Bridge; Precast; Connection; UHPC; Ultra High Performance Concrete; Column; Cap beam; Civil Engineering; Structural Engineering

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APA (6th Edition):

Shafieifar, M. (2018). New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045

Chicago Manual of Style (16th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Doctoral Dissertation, Florida International University. Accessed June 25, 2019. https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

MLA Handbook (7th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Web. 25 Jun 2019.

Vancouver:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Internet] [Doctoral dissertation]. Florida International University; 2018. [cited 2019 Jun 25]. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

Council of Science Editors:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Doctoral Dissertation]. Florida International University; 2018. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045

26. José Guilherme Silva Melo. Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento.

Degree: 2008, Universidade Federal do Pará

Vigas pré-formadas de concreto armado são elementos estruturais que apresentam fina camada superficial de concreto pré-moldado que define as suas formas geométricas. Esta camada superficial… (more)

Subjects/Keywords: viga pré-formada; viga pré-moldada; flexão; cisalhamento; ENGENHARIA CIVIL; preformed beam; precast beam; bending; shear

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APA (6th Edition):

Melo, J. G. S. (2008). Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento. (Thesis). Universidade Federal do Pará. Retrieved from http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=409

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):

Melo, José Guilherme Silva. “Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento.” 2008. Thesis, Universidade Federal do Pará. Accessed June 25, 2019. http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=409.

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

MLA Handbook (7th Edition):

Melo, José Guilherme Silva. “Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento.” 2008. Web. 25 Jun 2019.

Vancouver:

Melo JGS. Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento. [Internet] [Thesis]. Universidade Federal do Pará; 2008. [cited 2019 Jun 25]. Available from: http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=409.

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

Council of Science Editors:

Melo JGS. Análise experimental de vigas pré-formadas de concreto armado à flexão e ao cisalhamento. [Thesis]. Universidade Federal do Pará; 2008. Available from: http://www.bdtd.ufpa.br//tde_busca/arquivo.php?codArquivo=409

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

27. 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 (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 June 25, 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. 25 Jun 2019.

Vancouver:

Santos AdP. Análise da continuidade em lajes alveolares: estudo teórico e experimental. [Internet] [Doctoral dissertation]. University of São Paulo; 2014. [cited 2019 Jun 25]. 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

28. 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 June 25, 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. 25 Jun 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 Jun 25]. 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


Brno University of Technology

29. Neužil, David. Statické řešení nosné železobetonové konstrukce rodinné vily .

Degree: 2016, Brno University of Technology

 Diplomová práce zpracovává návrh konstrukce železobetonové rodinné vily, která je umístěna ve svahu. Byly navrženy a posouzeny jen vybrané části tohoto objektu z hlediska mezního… (more)

Subjects/Keywords: Železobeton; ocel; sloup; trám; stropní deska; stěna; konzola; Reinforced concrete; steel; column; beam; floor slab; wall; cantilever slab

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APA (6th Edition):

Neužil, D. (2016). Statické řešení nosné železobetonové konstrukce rodinné vily . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57598

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):

Neužil, David. “Statické řešení nosné železobetonové konstrukce rodinné vily .” 2016. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/57598.

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

MLA Handbook (7th Edition):

Neužil, David. “Statické řešení nosné železobetonové konstrukce rodinné vily .” 2016. Web. 25 Jun 2019.

Vancouver:

Neužil D. Statické řešení nosné železobetonové konstrukce rodinné vily . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/57598.

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

Council of Science Editors:

Neužil D. Statické řešení nosné železobetonové konstrukce rodinné vily . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57598

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


University of Illinois – Chicago

30. Farhat, Maen A. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.

Degree: 2016, University of Illinois – Chicago

 Totally Prefabricated Concrete Counterfort Retaining Wall (TPCCRW) provides an alternative for conventional construction techniques to reduce the drawbacks associated with cast-in-place construction. TPCCRW is composed… (more)

Subjects/Keywords: Precast Concrete; Totally Precast Concrete Retaining wall system; Full Scale testing; Finite Element Analysis; Structural Design; Fabrication; Pullout Behavior; Headed anchors

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

APA (6th Edition):

Farhat, M. A. (2016). Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/21631

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):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Thesis, University of Illinois – Chicago. Accessed June 25, 2019. http://hdl.handle.net/10027/21631.

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

MLA Handbook (7th Edition):

Farhat, Maen A. “Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System.” 2016. Web. 25 Jun 2019.

Vancouver:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Internet] [Thesis]. University of Illinois – Chicago; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/10027/21631.

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

Council of Science Editors:

Farhat MA. Structural Behavior of Full Scale Totally Precast Concrete Counterfort Retaining Wall System. [Thesis]. University of Illinois – Chicago; 2016. Available from: http://hdl.handle.net/10027/21631

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

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