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You searched for subject:(bridge in construction). Showing records 1 – 15 of 15 total matches.

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Brno University of Technology

1. Podškubka, Patrik. Návrh trámového mostu o jednom poli .

Degree: 2014, Brno University of Technology

 Cílem práce je návrh nové mostní konstrukce, hospodárné a bezpečné, nad stávající komunikací S7,5 dle současně platných norem a předpisů. Ze tří navrhovaných variant byla… (more)

Subjects/Keywords: trámový most; předpjatý most; mostní konstrukce; ztráty předpětí; statický výpočet; beam bridge; prestressed bridge; bridge construction; losses in prestress; static calculation

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

APA (6th Edition):

Podškubka, P. (2014). Návrh trámového mostu o jednom poli . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35317

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):

Podškubka, Patrik. “Návrh trámového mostu o jednom poli .” 2014. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/35317.

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

MLA Handbook (7th Edition):

Podškubka, Patrik. “Návrh trámového mostu o jednom poli .” 2014. Web. 25 Jun 2019.

Vancouver:

Podškubka P. Návrh trámového mostu o jednom poli . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/35317.

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

Council of Science Editors:

Podškubka P. Návrh trámového mostu o jednom poli . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35317

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


Brno University of Technology

2. Findura, David. Návrh železničního rámového mostu .

Degree: 2018, Brno University of Technology

 Tato práce řeší návrh dvoukolejného železničního rámového mostu přes údolí. Ze tří navrhovaných variant byla zvolena varianta 1 - předpjatá rámová konstrukce proměnného trámového průřezu.… (more)

Subjects/Keywords: Mostní konstrukce; předpjatá konstrukce; železniční most; rámový most; železobeton; statický výpočet; ztráty předpětí; Bridge construction; prestressed; construction; railway bridge; frame bridge; reinforced concrete; static calculation; losses in prestress

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

APA (6th Edition):

Findura, D. (2018). Návrh železničního rámového mostu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70428

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):

Findura, David. “Návrh železničního rámového mostu .” 2018. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/70428.

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

MLA Handbook (7th Edition):

Findura, David. “Návrh železničního rámového mostu .” 2018. Web. 25 Jun 2019.

Vancouver:

Findura D. Návrh železničního rámového mostu . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/70428.

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

Council of Science Editors:

Findura D. Návrh železničního rámového mostu . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/70428

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


Brno University of Technology

3. Findura, David. Železniční most přes řeku Svitavu .

Degree: 2015, Brno University of Technology

 Tato práce řeší návrh jednokolejného železničního mostu přes řeku Svitavu. Ze tří navrhovaných variant byla jako nejhospodárnější a nejlépe proveditelná zvolena varianta 2 - dvoutrámový… (more)

Subjects/Keywords: Mostní konstrukce; předpjatá konstrukce; železniční most; trámový most; železobeton; statický výpočet; ztráty předpětí; Bridge construction; prestressed construction; railway bridge; beam bridge; reinforced concrete; static calculation; losses in prestress

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APA (6th Edition):

Findura, D. (2015). Železniční most přes řeku Svitavu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/42009

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):

Findura, David. “Železniční most přes řeku Svitavu .” 2015. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/42009.

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

MLA Handbook (7th Edition):

Findura, David. “Železniční most přes řeku Svitavu .” 2015. Web. 25 Jun 2019.

Vancouver:

Findura D. Železniční most přes řeku Svitavu . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/42009.

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

Council of Science Editors:

Findura D. Železniční most přes řeku Svitavu . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/42009

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


University of Cincinnati

4. Dalvi, Aditi. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.

Degree: MS, Engineering and Applied Science: Electrical Engineering, 2017, University of Cincinnati

 In a time where Structural Health Monitoring (SHM) is a topic of vital importance for safety and maintenance of critical structures such as bridges, detecting… (more)

Subjects/Keywords: Electrical Engineering; Support Vector Machine; unsupervised; Structural Health Monitoring; anomaly detection; bridge in-construction; one-class SVM

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APA (6th Edition):

Dalvi, A. (2017). Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791

Chicago Manual of Style (16th Edition):

Dalvi, Aditi. “Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.” 2017. Masters Thesis, University of Cincinnati. Accessed June 25, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791.

MLA Handbook (7th Edition):

Dalvi, Aditi. “Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data.” 2017. Web. 25 Jun 2019.

Vancouver:

Dalvi A. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2019 Jun 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791.

Council of Science Editors:

Dalvi A. Performance of One-class Support Vector Machine (SVM) in Detection of Anomalies in the Bridge Data. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin150478019017791


Brno University of Technology

5. Poukar, Kryštof. Návrh mostní konstrukce v Blansku .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá návrhem komorového silničního mostu o třech polích ve městě Blansko. Překlenuje řeku Svitavu a hlavní železniční trať Praha – Brno. Výpočty… (more)

Subjects/Keywords: předpjatý beton; komorový most; spojitý nosník; ztráty předpětí; statický výpočet; fázovaná výstavba; zavěšený most; otáčení mostu; výkresová dokumentace; prestressed concrete; single box; continuous bridge; losses in prestress; static calculation; phased construction; suspended bridge; turning of the bridge; drawing documentation

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APA (6th Edition):

Poukar, K. (2016). Návrh mostní konstrukce v Blansku . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57685

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):

Poukar, Kryštof. “Návrh mostní konstrukce v Blansku .” 2016. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/57685.

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

MLA Handbook (7th Edition):

Poukar, Kryštof. “Návrh mostní konstrukce v Blansku .” 2016. Web. 25 Jun 2019.

Vancouver:

Poukar K. Návrh mostní konstrukce v Blansku . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/57685.

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

Council of Science Editors:

Poukar K. Návrh mostní konstrukce v Blansku . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57685

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


Brno University of Technology

6. Tomisová, Gabriela. Návrh železničního mostu o jednom poli .

Degree: 2014, Brno University of Technology

 Předmětem práce je návrh mostní konstrukce převádějící jednokolejnou železniční trať přes vodoteč, cyklostezku a stezku pro chodce. Z vypracovaných variant je preferována konstrukce předpjatého parapetního… (more)

Subjects/Keywords: Mostní konstrukce; předpjatý beton; změny předpětí; železobeton; železniční most; trámový most; mezní stav únosnosti; mezní stav použitelnosti; Bridge construction; prestressed concrete; changes in prestressing; reinforced concrete; railway bridge; beam bridge; serviceability limit state; ultimate limit state

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APA (6th Edition):

Tomisová, G. (2014). Návrh železničního mostu o jednom poli . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/35066

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):

Tomisová, Gabriela. “Návrh železničního mostu o jednom poli .” 2014. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/35066.

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

MLA Handbook (7th Edition):

Tomisová, Gabriela. “Návrh železničního mostu o jednom poli .” 2014. Web. 25 Jun 2019.

Vancouver:

Tomisová G. Návrh železničního mostu o jednom poli . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/35066.

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

Council of Science Editors:

Tomisová G. Návrh železničního mostu o jednom poli . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/35066

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

7. Zhang, Fan. Two new approaches in anomaly detection with field data from bridges both in construction and service stages.

Degree: MS, Engineering and Applied Science: Electrical Engineering, 2015, University of Cincinnati

 The University of Cincinnati Infrastructure Institute has been dedicated to Structural Health Monitoring for about 20 years. UCII establishes a whole set of monitoring system… (more)

Subjects/Keywords: Engineering; Structural health monitoring; anomaly detection; bridge in construction

…design team. There are many differences between monitoring a bridge in construction and one in… …there are many construction events going on at the bridge in construction; these events can be… …Such construction events are not likely to happen at a bridge in service unless the bridge… …deflection of a bridge that is in construction. In order to assure an accuracy of 10% of the… …truss bridge which has been in service since 1922 [1]. The replacement bridge is a… 

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APA (6th Edition):

Zhang, F. (2015). Two new approaches in anomaly detection with field data from bridges both in construction and service stages. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439561983

Chicago Manual of Style (16th Edition):

Zhang, Fan. “Two new approaches in anomaly detection with field data from bridges both in construction and service stages.” 2015. Masters Thesis, University of Cincinnati. Accessed June 25, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439561983.

MLA Handbook (7th Edition):

Zhang, Fan. “Two new approaches in anomaly detection with field data from bridges both in construction and service stages.” 2015. Web. 25 Jun 2019.

Vancouver:

Zhang F. Two new approaches in anomaly detection with field data from bridges both in construction and service stages. [Internet] [Masters thesis]. University of Cincinnati; 2015. [cited 2019 Jun 25]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439561983.

Council of Science Editors:

Zhang F. Two new approaches in anomaly detection with field data from bridges both in construction and service stages. [Masters Thesis]. University of Cincinnati; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1439561983

8. Markelj, Viktor. Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja.

Degree: 2016, Univerza v Mariboru

Gradnja betonskih mostov po tehnologiji postopnega narivanja (TPN) je postala zelo priljubljen način gradnje. Glavne prednosti te metode gradnje so neodvisnost od ovire, hitra in… (more)

Subjects/Keywords: gradbene konstrukcije; mostovi; viadukti; tehnologija gradnje; postopno narivanje; prednapeti beton; inovacije; patent; most Ada preko Save v Beogradu; Ponting; structural engineering; bridges; viaducts; construction technology; incremental launching; pre-stressed concrete; innovation; patent; Ada Bridge over Sava in Belgrade; Ponting; info:eu-repo/classification/udc/624.21.012.46(043.3)

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APA (6th Edition):

Markelj, V. (2016). Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja. (Doctoral Dissertation). Univerza v Mariboru. Retrieved from https://dk.um.si/IzpisGradiva.php?id=57215 ; https://dk.um.si/Dokument.php?id=100678&dn= ; http://www.cobiss.si/scripts/cobiss?command=DISPLAY&base=cobib&rid=286269440&fmt=11

Chicago Manual of Style (16th Edition):

Markelj, Viktor. “Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja.” 2016. Doctoral Dissertation, Univerza v Mariboru. Accessed June 25, 2019. https://dk.um.si/IzpisGradiva.php?id=57215 ; https://dk.um.si/Dokument.php?id=100678&dn= ; http://www.cobiss.si/scripts/cobiss?command=DISPLAY&base=cobib&rid=286269440&fmt=11.

MLA Handbook (7th Edition):

Markelj, Viktor. “Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja.” 2016. Web. 25 Jun 2019.

Vancouver:

Markelj V. Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja. [Internet] [Doctoral dissertation]. Univerza v Mariboru; 2016. [cited 2019 Jun 25]. Available from: https://dk.um.si/IzpisGradiva.php?id=57215 ; https://dk.um.si/Dokument.php?id=100678&dn= ; http://www.cobiss.si/scripts/cobiss?command=DISPLAY&base=cobib&rid=286269440&fmt=11.

Council of Science Editors:

Markelj V. Inovativne metode pri gradnji mostov po tehnologiji postopnega narivanja. [Doctoral Dissertation]. Univerza v Mariboru; 2016. Available from: https://dk.um.si/IzpisGradiva.php?id=57215 ; https://dk.um.si/Dokument.php?id=100678&dn= ; http://www.cobiss.si/scripts/cobiss?command=DISPLAY&base=cobib&rid=286269440&fmt=11


Brno University of Technology

9. Crha, Tomáš. Most přes řeku Krupá .

Degree: 2018, Brno University of Technology

 Předmětem této bakalářské práce je návrh mostní konstrukce přes řeku Krupá v obci Staré Město. Nosnou konstrukci tvoří lichoběžníková deska o jednom poli. Vnitřní síly… (more)

Subjects/Keywords: Deskový most; mezní stav použitelnosti; mezní stav únosnosti; zatížení dopravou; výztuž v tlačené oblasti; The aim of this bachelor thesis is design of bridge construction over the river Krupá in the city Staré Město

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APA (6th Edition):

Crha, T. (2018). Most přes řeku Krupá . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84315

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):

Crha, Tomáš. “Most přes řeku Krupá .” 2018. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/84315.

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

MLA Handbook (7th Edition):

Crha, Tomáš. “Most přes řeku Krupá .” 2018. Web. 25 Jun 2019.

Vancouver:

Crha T. Most přes řeku Krupá . [Internet] [Thesis]. Brno University of Technology; 2018. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/84315.

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

Council of Science Editors:

Crha T. Most přes řeku Krupá . [Thesis]. Brno University of Technology; 2018. Available from: http://hdl.handle.net/11012/84315

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


ETH Zürich

10. Stempfle, Hartwig Gregor. Systemtheorie im Brückenbau.

Degree: 2007, ETH Zürich

Subjects/Keywords: BRÜCKENSTATIK (BRÜCKENBAU); SYSTEMTHEORIE; MODELLRECHNUNG IN TECHNIK UND INGENIEURWESEN; BRIDGE ANALYSIS (BRIDGE CONSTRUCTION); SYSTEMS THEORY; MATHEMATICAL MODELING IN ENGINEERING AND TECHNOLOGY; info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Stempfle, H. G. (2007). Systemtheorie im Brückenbau. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/149702

Chicago Manual of Style (16th Edition):

Stempfle, Hartwig Gregor. “Systemtheorie im Brückenbau.” 2007. Doctoral Dissertation, ETH Zürich. Accessed June 25, 2019. http://hdl.handle.net/20.500.11850/149702.

MLA Handbook (7th Edition):

Stempfle, Hartwig Gregor. “Systemtheorie im Brückenbau.” 2007. Web. 25 Jun 2019.

Vancouver:

Stempfle HG. Systemtheorie im Brückenbau. [Internet] [Doctoral dissertation]. ETH Zürich; 2007. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/20.500.11850/149702.

Council of Science Editors:

Stempfle HG. Systemtheorie im Brückenbau. [Doctoral Dissertation]. ETH Zürich; 2007. Available from: http://hdl.handle.net/20.500.11850/149702


ETH Zürich

11. Hilal, Mohamed. Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton.

Degree: 1940, ETH Zürich

Subjects/Keywords: STAHLBETONBRÜCKEN (BRÜCKENBAU); BALKENBRÜCKEN (BRÜCKENBAU); BALKENROSTE + TRÄGERROSTE + RIPPENDECKEN (BAUSTATIK); BRÜCKENSTATIK (BRÜCKENBAU); FORMÄNDERUNG IN BEZUG AUF VOLUMEN (ELASTOMECHANIK); DURCHLAUFTRÄGER (BAUSTATIK); REINFORCED CONCRETE BRIDGES (BRIDGE CONSTRUCTION); GIRDER BRIDGES (BRIDGE CONSTRUCTION); BEAM GRILLAGES + GIRDER GRILLAGES + RIBBED SLABS (STRUCTURAL ANALYSIS); BRIDGE ANALYSIS (BRIDGE CONSTRUCTION); DEFORMATION IN RELATION TO THE VOLUME (ELASTOMECHANICS); CONTINUOUS GIRDERS + CONTINUOUS BEAMS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Hilal, M. (1940). Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134941

Chicago Manual of Style (16th Edition):

Hilal, Mohamed. “Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton.” 1940. Doctoral Dissertation, ETH Zürich. Accessed June 25, 2019. http://hdl.handle.net/20.500.11850/134941.

MLA Handbook (7th Edition):

Hilal, Mohamed. “Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton.” 1940. Web. 25 Jun 2019.

Vancouver:

Hilal M. Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 1940. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/20.500.11850/134941.

Council of Science Editors:

Hilal M. Beiträge zur Theorie und Berechnung von Balkenbrücken aus Eisenbeton. [Doctoral Dissertation]. ETH Zürich; 1940. Available from: http://hdl.handle.net/20.500.11850/134941


Brno University of Technology

12. Otrusina, Ondřej. Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš .

Degree: 2019, Brno University of Technology

 Diplomová práce se zabývá přípravou a realizací rekonstrukce silničního mostu v obci Vlkoš. Úvod práce obsahuje základní informace o výstavbě objektů. Realizace hlavních technologických etap… (more)

Subjects/Keywords: stavebně technologický projekt; rekonstrukce; rámový most; komunikace; monolitická konstrukce; zařízení staveniště; technologický postup; kontrolní a zkušební plán; položkový rozpočet; časový plán; bezpečnost práce; betonáž; podpěrná skruž; Construction technology project; reconstruction; bridge; local road cast-in-place structure; site equipment; technological procedure; inspection–check plan; itemized budget; time schedule; work safety; concreting; falsework

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APA (6th Edition):

Otrusina, O. (2019). Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137830

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):

Otrusina, Ondřej. “Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš .” 2019. Thesis, Brno University of Technology. Accessed June 25, 2019. http://hdl.handle.net/11012/137830.

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

MLA Handbook (7th Edition):

Otrusina, Ondřej. “Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš .” 2019. Web. 25 Jun 2019.

Vancouver:

Otrusina O. Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/11012/137830.

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

Council of Science Editors:

Otrusina O. Stavebně technologický projekt rekonstrukce silničního mostu v obci Vlkoš . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137830

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

13. Granlund, Robert. Effektivisering vid produktion av järnvägsbro.

Degree: Building Technology and Design, 2014, KTH

Järnvägsbron vid Årstaberg kommer när den är klar att mäta 1,4 km, här passerar över 550 tåg per dygn. Bron är en del av… (more)

Subjects/Keywords: MSS; efficiency in bridge production; Lean; Lean Construction; prefabrication; industrialization; thermal cracks; MSS; effektivisering vid brobyggnad; Lean; Lean Construction; prefabricering; industrialisering; temperatursprickor

…12 2.4 Lean Construction… …förlust av betongens kohesion och styvhet/hållfasthet.  Lean Construction: En metod anpassad… …Production.  Just-in-time: Ursprungs idén är att slippa kostsam lagerhållning, allt material… …rörelser, som flytt av material, delar eller färdiga varor som flyttas in i eller ut ur lagring… …av material sker enligt Just-in-time, där material avropas efter konsumtion. Minimera… 

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

APA (6th Edition):

Granlund, R. (2014). Effektivisering vid produktion av järnvägsbro. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147511

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):

Granlund, Robert. “Effektivisering vid produktion av järnvägsbro.” 2014. Thesis, KTH. Accessed June 25, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147511.

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

MLA Handbook (7th Edition):

Granlund, Robert. “Effektivisering vid produktion av järnvägsbro.” 2014. Web. 25 Jun 2019.

Vancouver:

Granlund R. Effektivisering vid produktion av järnvägsbro. [Internet] [Thesis]. KTH; 2014. [cited 2019 Jun 25]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147511.

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

Council of Science Editors:

Granlund R. Effektivisering vid produktion av järnvägsbro. [Thesis]. KTH; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147511

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


Colorado State University

14. Wu, Jun. Reliability-based lifetime performance analysis of long-span bridges.

Degree: PhD, Civil and Environmental Engineering, 2007, Colorado State University

 Long-span bridges generally serve as the significant hub in the transportation system for normal transportation and critical evacuation paths when any disaster happens. Thus, the… (more)

Subjects/Keywords: reliability; fatigue; equivalent dynamic wheel loading approach; cellular automaton traffic model; bridge/traffic/wind interaction; Long-span bridges  – United States  – Testing; Long-span bridges  – United States  – Design and construction; Long-span bridges  – United States  – Reliability; Safety factor in engineering; Structural control (Engineering)

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

APA (6th Edition):

Wu, J. (2007). Reliability-based lifetime performance analysis of long-span bridges. (Doctoral Dissertation). Colorado State University. Retrieved from http://hdl.handle.net/10217/44880

Chicago Manual of Style (16th Edition):

Wu, Jun. “Reliability-based lifetime performance analysis of long-span bridges.” 2007. Doctoral Dissertation, Colorado State University. Accessed June 25, 2019. http://hdl.handle.net/10217/44880.

MLA Handbook (7th Edition):

Wu, Jun. “Reliability-based lifetime performance analysis of long-span bridges.” 2007. Web. 25 Jun 2019.

Vancouver:

Wu J. Reliability-based lifetime performance analysis of long-span bridges. [Internet] [Doctoral dissertation]. Colorado State University; 2007. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/10217/44880.

Council of Science Editors:

Wu J. Reliability-based lifetime performance analysis of long-span bridges. [Doctoral Dissertation]. Colorado State University; 2007. Available from: http://hdl.handle.net/10217/44880


ETH Zürich

15. Fehlmann, Patrick. Zur Ermüdung von Stahlbetonbrücken.

Degree: 2012, ETH Zürich

Subjects/Keywords: CRACKS (BUILDING MATERIALS); FATIGUE RESISTANCE, LOAD-CYCLE STRENGTH (ELASTOMECHANICS); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); CONCRETE REINFORCEMENT (BUILDING MATERIALS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); MODELLRECHNUNG UND SIMULATION IN DER WERKSTOFFKUNDE; BETONBEWEHRUNG (BAUSTOFFE); MATHEMATICAL MODELING AND SIMULATION IN MATERIALS SCIENCES; CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); RISSE (BAUSTOFFE); ERMÜDUNG, WECHSELFESTIGKEIT (ELASTOMECHANIK); FRAME-TYPE BRIDGES (BRIDGE CONSTRUCTION); RAHMENBRÜCKEN (BRÜCKENBAU); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Fehlmann, P. (2012). Zur Ermüdung von Stahlbetonbrücken. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/60105

Chicago Manual of Style (16th Edition):

Fehlmann, Patrick. “Zur Ermüdung von Stahlbetonbrücken.” 2012. Doctoral Dissertation, ETH Zürich. Accessed June 25, 2019. http://hdl.handle.net/20.500.11850/60105.

MLA Handbook (7th Edition):

Fehlmann, Patrick. “Zur Ermüdung von Stahlbetonbrücken.” 2012. Web. 25 Jun 2019.

Vancouver:

Fehlmann P. Zur Ermüdung von Stahlbetonbrücken. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2019 Jun 25]. Available from: http://hdl.handle.net/20.500.11850/60105.

Council of Science Editors:

Fehlmann P. Zur Ermüdung von Stahlbetonbrücken. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/60105

.