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You searched for subject:(bolted deck to girder connection for composite bea). Showing records 1 – 30 of 57813 total matches.

[1] [2] [3] [4] [5] … [1928]

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Virginia Tech

1. Waldron, Christopher J. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 The Route 601 Bridge spans 39 ft over Dickey Creek in Sugar Grove, VA and represents the first use of Strongwell's 36 in. double web… (more)

Subjects/Keywords: fiber-reinforced polymer; hybrid composite beam; shear deformation; pultruded structural beam; FRP; bridge design; Composite materials; bolted deck-to-girder connection for composite bea

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

APA (6th Edition):

Waldron, C. J. (2001). Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34414

Chicago Manual of Style (16th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34414.

MLA Handbook (7th Edition):

Waldron, Christopher J. “Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam.” 2001. Web. 30 Sep 2020.

Vancouver:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34414.

Council of Science Editors:

Waldron CJ. Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34414


University of New South Wales

2. Ataei, Abdolreza. A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components.

Degree: Civil & Environmental Engineering, 2016, University of New South Wales

 As attention is being focused increasingly towards minimising carbon emissions and enhancing the possibly of material recycling in the construction industry, conventional composite floor systems… (more)

Subjects/Keywords: Bolted shear connection; Composite beam; Composite joint; Sustainable design; Deconstructable

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APA (6th Edition):

Ataei, A. (2016). A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/55430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37535/SOURCE02?view=true

Chicago Manual of Style (16th Edition):

Ataei, Abdolreza. “A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components.” 2016. Doctoral Dissertation, University of New South Wales. Accessed September 30, 2020. http://handle.unsw.edu.au/1959.4/55430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37535/SOURCE02?view=true.

MLA Handbook (7th Edition):

Ataei, Abdolreza. “A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components.” 2016. Web. 30 Sep 2020.

Vancouver:

Ataei A. A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components. [Internet] [Doctoral dissertation]. University of New South Wales; 2016. [cited 2020 Sep 30]. Available from: http://handle.unsw.edu.au/1959.4/55430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37535/SOURCE02?view=true.

Council of Science Editors:

Ataei A. A low-carbon deconstructable steel-concrete composite framed system with recyclable beam and slab components. [Doctoral Dissertation]. University of New South Wales; 2016. Available from: http://handle.unsw.edu.au/1959.4/55430 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:37535/SOURCE02?view=true


Virginia Tech

3. Blumenbaum, Stephen E. Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections.

Degree: MS, Civil Engineering, 2004, Virginia Tech

 An experimental investigation was conducted to study the behavior of extended end-plate moment connections subjected to cyclic loading. Eleven specimens were tested, representing typical connection(more)

Subjects/Keywords: bolted; seismic; plate girder; connection; steel

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APA (6th Edition):

Blumenbaum, S. E. (2004). Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/10060

Chicago Manual of Style (16th Edition):

Blumenbaum, Stephen E. “Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections.” 2004. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/10060.

MLA Handbook (7th Edition):

Blumenbaum, Stephen E. “Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections.” 2004. Web. 30 Sep 2020.

Vancouver:

Blumenbaum SE. Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections. [Internet] [Masters thesis]. Virginia Tech; 2004. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/10060.

Council of Science Editors:

Blumenbaum SE. Response of Cyclically Loaded Extended End-Plate Moment Connections When Used With Welded Built-Up Sections. [Masters Thesis]. Virginia Tech; 2004. Available from: http://hdl.handle.net/10919/10060


Brno University of Technology

4. Kočí, Petr. Ocelová konstrukce obchodního centra: Steel structure of a business centre.

Degree: 2019, Brno University of Technology

 The diploma thesis elaborates on the proposal of a loadbearing steel structure of a shopping centre. Four-storey building has total lenght of 88 m, width… (more)

Subjects/Keywords: obchodní centrum; ocelová konstrukce; patrová budova; spřažená ocelobetonová deska; vaznice; příhradový vazník; spřažený ocelobetonový sloup; ztužidlo; šroubový přípoj; svarový spoj; statický posudek prvků; vzpěrná délka sloupu; shopping centre; steel structure; multi-storey building; composite slab; purlin; truss girder; composite steel and concrete column; bracing; bolted connection; welded connection; structural design of steel elements; column buckling lenght

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APA (6th Edition):

Kočí, P. (2019). Ocelová konstrukce obchodního centra: Steel structure of a business centre. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64248

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):

Kočí, Petr. “Ocelová konstrukce obchodního centra: Steel structure of a business centre.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/64248.

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

MLA Handbook (7th Edition):

Kočí, Petr. “Ocelová konstrukce obchodního centra: Steel structure of a business centre.” 2019. Web. 30 Sep 2020.

Vancouver:

Kočí P. Ocelová konstrukce obchodního centra: Steel structure of a business centre. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/64248.

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

Council of Science Editors:

Kočí P. Ocelová konstrukce obchodního centra: Steel structure of a business centre. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64248

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


University of Kansas

5. Li, Chaohui. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2017, University of Kansas

 Results are reported from tests of small scale push-off and large-scale composite NU I-girder specimens conducted to establish an interface connection detail that 1) Facilitates… (more)

Subjects/Keywords: Civil engineering; Bond Breaker; Composite Action; Deck Removal; Fatigue Test; NU I-Girder; Shear Friction

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APA (6th Edition):

Li, C. (2017). Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/26356

Chicago Manual of Style (16th Edition):

Li, Chaohui. “Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.” 2017. Doctoral Dissertation, University of Kansas. Accessed September 30, 2020. http://hdl.handle.net/1808/26356.

MLA Handbook (7th Edition):

Li, Chaohui. “Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal.” 2017. Web. 30 Sep 2020.

Vancouver:

Li C. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. [Internet] [Doctoral dissertation]. University of Kansas; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1808/26356.

Council of Science Editors:

Li C. Composite Action in Prestressed NU I-Girder Bridge Deck Systems Constructed with Bond Breakers to Facilitate Deck Removal. [Doctoral Dissertation]. University of Kansas; 2017. Available from: http://hdl.handle.net/1808/26356


Delft University of Technology

6. Sarri, Alkyoni (author). Assessment of steel-concrete shear connector system with resin injected bolts.

Degree: 2019, Delft University of Technology

The building and construction sector play a key role in achieving a sustainable development. In European countries, buildings are responsible for 40-45% of energy consumption,… (more)

Subjects/Keywords: Injected bolted connection; Composite structures; Steel; concrete; Demountable structures; Push-out tests; Finite Element Analysis

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APA (6th Edition):

Sarri, A. (. (2019). Assessment of steel-concrete shear connector system with resin injected bolts. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b0a7191b-34ca-4da1-b518-2f913ed94454

Chicago Manual of Style (16th Edition):

Sarri, Alkyoni (author). “Assessment of steel-concrete shear connector system with resin injected bolts.” 2019. Masters Thesis, Delft University of Technology. Accessed September 30, 2020. http://resolver.tudelft.nl/uuid:b0a7191b-34ca-4da1-b518-2f913ed94454.

MLA Handbook (7th Edition):

Sarri, Alkyoni (author). “Assessment of steel-concrete shear connector system with resin injected bolts.” 2019. Web. 30 Sep 2020.

Vancouver:

Sarri A(. Assessment of steel-concrete shear connector system with resin injected bolts. [Internet] [Masters thesis]. Delft University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://resolver.tudelft.nl/uuid:b0a7191b-34ca-4da1-b518-2f913ed94454.

Council of Science Editors:

Sarri A(. Assessment of steel-concrete shear connector system with resin injected bolts. [Masters Thesis]. Delft University of Technology; 2019. Available from: http://resolver.tudelft.nl/uuid:b0a7191b-34ca-4da1-b518-2f913ed94454


Brno University of Technology

7. Dušek, Ivo. Business centrum: Business Centre.

Degree: 2019, Brno University of Technology

 This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has… (more)

Subjects/Keywords: administrativní budova; vícepodlažní budova; nosná ocelová konstrukce; stropnice; spřažený nosník; průvlak; sloup; ztužidlo; příhradový vazník; vaznice; konzola; mezní stav únosnosti; mezní stav použitelnosti; vnitřní síly; zatížení; statický výpočet; kotvení; šroubový spoj; svar; čepový spoj; office building; multi-storey building; steel structure; secondary beam; composite beam; primary beam; column; bracing; truss girder; purin; cantilever; ultimate limit state; service limit state; internal forces; load; structure desing report; column anchorage; bolted connection; weld; pin connection

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APA (6th Edition):

Dušek, I. (2019). Business centrum: Business Centre. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70433

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):

Dušek, Ivo. “Business centrum: Business Centre.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/70433.

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

MLA Handbook (7th Edition):

Dušek, Ivo. “Business centrum: Business Centre.” 2019. Web. 30 Sep 2020.

Vancouver:

Dušek I. Business centrum: Business Centre. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/70433.

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

Council of Science Editors:

Dušek I. Business centrum: Business Centre. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/70433

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


Delft University of Technology

8. Flink, P.J. (author). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.

Degree: 2015, Delft University of Technology

Many old moveable bridges have exceeded their technical lifetime. Replacement of the foundations is expensive and often unnecessary if the new bridge superstructure is lighter… (more)

Subjects/Keywords: Fiber Reinforced Polymer; FRP; Bolted Connection; Composite Action; Glass; Fiber; Fibre; Tsai Wu; Tsai-Wu; Julianabrug

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APA (6th Edition):

Flink, P. J. (. (2015). Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d

Chicago Manual of Style (16th Edition):

Flink, P J (author). “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.” 2015. Masters Thesis, Delft University of Technology. Accessed September 30, 2020. http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

MLA Handbook (7th Edition):

Flink, P J (author). “Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge.” 2015. Web. 30 Sep 2020.

Vancouver:

Flink PJ(. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2020 Sep 30]. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d.

Council of Science Editors:

Flink PJ(. Composite Bridge Design: Analysis of Realizing Composite Action in an FRP-Steel Bridge. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:dd28e122-0fab-4730-8ad4-5c7c88d3a57d


University of Cincinnati

9. Wagh, Prabhanjan B. An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection.

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

 This thesis presents a study of all-bolted extended double angles in a beam-to-girder connection in order to investigate the strength of the web of the… (more)

Subjects/Keywords: Civil Engineering; Extended Double Angle Connections; Eccentricity; Beam-to-Girder Connection; Finite Element Modeling

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APA (6th Edition):

Wagh, P. B. (2015). An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1446547172

Chicago Manual of Style (16th Edition):

Wagh, Prabhanjan B. “An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection.” 2015. Masters Thesis, University of Cincinnati. Accessed September 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1446547172.

MLA Handbook (7th Edition):

Wagh, Prabhanjan B. “An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection.” 2015. Web. 30 Sep 2020.

Vancouver:

Wagh PB. An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection. [Internet] [Masters thesis]. University of Cincinnati; 2015. [cited 2020 Sep 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1446547172.

Council of Science Editors:

Wagh PB. An Investigation of Current Practice in the Design of all-Bolted Extended Double Angle Connections in a Beam-to-Girder Connection. [Masters Thesis]. University of Cincinnati; 2015. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1446547172

10. Shkundalova, Olena. Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2019, Chalmers University of Technology

 ABSTRACT The growth of transport infrastructure has led to the fragmentation of the natural habitat of many animal species in Sweden. Ecoducts, large bridges with… (more)

Subjects/Keywords: FRP; design; ecoduct; eco-bridge; composite; polymer; carbon fibre; glass fibre; mechanical properties; FE analysis; deck; beam; connection; joint

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APA (6th Edition):

Shkundalova, O. (2019). Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300469

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):

Shkundalova, Olena. “Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials .” 2019. Thesis, Chalmers University of Technology. Accessed September 30, 2020. http://hdl.handle.net/20.500.12380/300469.

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

MLA Handbook (7th Edition):

Shkundalova, Olena. “Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials .” 2019. Web. 30 Sep 2020.

Vancouver:

Shkundalova O. Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/20.500.12380/300469.

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

Council of Science Editors:

Shkundalova O. Conceptual design and manufacture of ecoduct using fibre reinforced polymer composite materials . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300469

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


University of Melbourne

11. Agheshlui, Hossein. Anchored blind bolted connections within concrete filled square steel hollow section columns.

Degree: 2014, University of Melbourne

 Concrete filled steel hollow sections are suitable choices for columns of low to medium rise commercial buildings. Despite the merits of these sections, connecting a… (more)

Subjects/Keywords: anchored blind bolt; concrete filled steel square hollow section column; bolted connection; composite steel-concrete connection; sub-assemblage; Abaqus; anchorage; bolt group performance; moment-rotation

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

APA (6th Edition):

Agheshlui, H. (2014). Anchored blind bolted connections within concrete filled square steel hollow section columns. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/40987

Chicago Manual of Style (16th Edition):

Agheshlui, Hossein. “Anchored blind bolted connections within concrete filled square steel hollow section columns.” 2014. Doctoral Dissertation, University of Melbourne. Accessed September 30, 2020. http://hdl.handle.net/11343/40987.

MLA Handbook (7th Edition):

Agheshlui, Hossein. “Anchored blind bolted connections within concrete filled square steel hollow section columns.” 2014. Web. 30 Sep 2020.

Vancouver:

Agheshlui H. Anchored blind bolted connections within concrete filled square steel hollow section columns. [Internet] [Doctoral dissertation]. University of Melbourne; 2014. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11343/40987.

Council of Science Editors:

Agheshlui H. Anchored blind bolted connections within concrete filled square steel hollow section columns. [Doctoral Dissertation]. University of Melbourne; 2014. Available from: http://hdl.handle.net/11343/40987


Vanderbilt University

12. Paulson, Wendy Jean. Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions.

Degree: MS, Civil Engineering, 2017, Vanderbilt University

Composite materials are attractive for aerospace vehicles due to their low weight and high performance; however, predictive computational models are needed to lower the costs… (more)

Subjects/Keywords: multiscale modeling; composite bolted joints

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APA (6th Edition):

Paulson, W. J. (2017). Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions. (Thesis). Vanderbilt University. Retrieved from http://hdl.handle.net/1803/11455

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):

Paulson, Wendy Jean. “Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions.” 2017. Thesis, Vanderbilt University. Accessed September 30, 2020. http://hdl.handle.net/1803/11455.

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

MLA Handbook (7th Edition):

Paulson, Wendy Jean. “Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions.” 2017. Web. 30 Sep 2020.

Vancouver:

Paulson WJ. Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions. [Internet] [Thesis]. Vanderbilt University; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/1803/11455.

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

Council of Science Editors:

Paulson WJ. Modeling the Failure Behavior of Composite Bolted Joints Subjected to Monotonic Loading Conditions. [Thesis]. Vanderbilt University; 2017. Available from: http://hdl.handle.net/1803/11455

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

13. Aljuboury, Muhsin Ali Marie. The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications.

Degree: PhD, 2019, University of Plymouth

 Metallic bolted flange and pipes both have been increasingly replaced by fibre reinforced polymer (FRP) materials in many applications which deal with extreme harsh environments… (more)

Subjects/Keywords: Bolted flange joint; Composite flange pipe connection; Flange joint for oil and gas applications; Manufacturing composite flange; Simulation composite flange; Leakage performance

…89 Fig. 5.1: Composite samples for calculating the Vf… …93 Table 5.2: Comparison of the Young’s modulus for a composite laminate............... 98… …Bolt load for gasket yielding xxiv 𝑯′𝑮𝒚 Compression load required to seat gasket… …is to use a material with good corrosion resistance, such as composite materials (… …design guidelines for fabrication methods and dimensional considerations of bolted FRP flange… 

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

APA (6th Edition):

Aljuboury, M. A. M. (2019). The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications. (Doctoral Dissertation). University of Plymouth. Retrieved from http://hdl.handle.net/10026.1/13659

Chicago Manual of Style (16th Edition):

Aljuboury, Muhsin Ali Marie. “The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications.” 2019. Doctoral Dissertation, University of Plymouth. Accessed September 30, 2020. http://hdl.handle.net/10026.1/13659.

MLA Handbook (7th Edition):

Aljuboury, Muhsin Ali Marie. “The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications.” 2019. Web. 30 Sep 2020.

Vancouver:

Aljuboury MAM. The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications. [Internet] [Doctoral dissertation]. University of Plymouth; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10026.1/13659.

Council of Science Editors:

Aljuboury MAM. The design and manufacture of a Glass Fibre Reinforced Polymer (GFRP) bolted flange joint for oil and gas applications. [Doctoral Dissertation]. University of Plymouth; 2019. Available from: http://hdl.handle.net/10026.1/13659


Brno University of Technology

14. Baudišová, Monika. Víceúčelová sportovní hala: Multi - Purpose Sports Hall.

Degree: 2019, Brno University of Technology

 This thesis deals with design of a multi-purpose sports hall. The aim of this work is to design a support structure with a diameter of… (more)

Subjects/Keywords: kovové konstrukce; víceúčelová sportovní hala; příhradový vazník; vaznice; ztužidlo; táhlo; dolní pás; horní pás; svislice; diagonály; šroubový spoj; svařovaný spoj; metal construction; multi-purpose sports hall; truss girder; purlin; bracing; rod; lower band; upper band; vertical; diagonal; bolted connection; welded connection

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

APA (6th Edition):

Baudišová, M. (2019). Víceúčelová sportovní hala: Multi - Purpose Sports Hall. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30339

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):

Baudišová, Monika. “Víceúčelová sportovní hala: Multi - Purpose Sports Hall.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/30339.

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

MLA Handbook (7th Edition):

Baudišová, Monika. “Víceúčelová sportovní hala: Multi - Purpose Sports Hall.” 2019. Web. 30 Sep 2020.

Vancouver:

Baudišová M. Víceúčelová sportovní hala: Multi - Purpose Sports Hall. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/30339.

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

Council of Science Editors:

Baudišová M. Víceúčelová sportovní hala: Multi - Purpose Sports Hall. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/30339

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


Brno University of Technology

15. Kočí, Petr. Průmyslová budova: Industrial building.

Degree: 2020, Brno University of Technology

 Bachelor thesis deals with proposal of a load-bearing steel structure of a single-bay hall in accordance with the space arrangement of the building with span… (more)

Subjects/Keywords: průmyslová hala; ocelová konstrukce; jeřábová dráha; vaznice; příhradový vazník; sloup; ztužidlo; šroubový spoj; svarový spoj; statický posudek celových prvků; industrial hall; steel structure; crane runway; purlin; truss girder; column; bracing; bolted connection; welded connection; structural design of steel elements

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APA (6th Edition):

Kočí, P. (2020). Průmyslová budova: Industrial building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62924

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):

Kočí, Petr. “Průmyslová budova: Industrial building.” 2020. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/62924.

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

MLA Handbook (7th Edition):

Kočí, Petr. “Průmyslová budova: Industrial building.” 2020. Web. 30 Sep 2020.

Vancouver:

Kočí P. Průmyslová budova: Industrial building. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/62924.

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

Council of Science Editors:

Kočí P. Průmyslová budova: Industrial building. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/62924

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


Brno University of Technology

16. Chalupa, Vojtěch. Zastřešení zimního stadionu: Ice Hockey stadium.

Degree: 2019, Brno University of Technology

 The aim of this diploma thesis is the design of the roofing of an ice hockey stadium situated in Žďár nad Sázavou. Plan view dimensions… (more)

Subjects/Keywords: návrh ocelové konstrukce; zastřešení zimního stadionu; příhradový vazník; nosný oblouk; předpjatý závěs; svařovaný spoj; šroubový spoj; vnitřní síly; steel structure design; ice hockey stadium roofing; truss girder; load-bearing arch; pre-stressed cable; welded connection; bolted connection; internal forces

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APA (6th Edition):

Chalupa, V. (2019). Zastřešení zimního stadionu: Ice Hockey stadium. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30328

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):

Chalupa, Vojtěch. “Zastřešení zimního stadionu: Ice Hockey stadium.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/30328.

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

MLA Handbook (7th Edition):

Chalupa, Vojtěch. “Zastřešení zimního stadionu: Ice Hockey stadium.” 2019. Web. 30 Sep 2020.

Vancouver:

Chalupa V. Zastřešení zimního stadionu: Ice Hockey stadium. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/30328.

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

Council of Science Editors:

Chalupa V. Zastřešení zimního stadionu: Ice Hockey stadium. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/30328

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


Brno University of Technology

17. Olbert, Jan. Železniční most přes místní silnici: Railway Bridge across Local Road.

Degree: 2020, Brno University of Technology

 The thesis deals with the variant design of the steel structure of single-track railway bridge on the line Tišnov – Nové Město na Moravě. The… (more)

Subjects/Keywords: Ocelová konstrukce; železniční most; příhradová konstrukce; plnostěnný nosník; spřažený nosník; ortotropní mostovka.; Steel structure; railway bridge; steel-truss structure; web-plate girder; composite beam; orthotropic bridge deck.

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APA (6th Edition):

Olbert, J. (2020). Železniční most přes místní silnici: Railway Bridge across Local Road. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57734

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):

Olbert, Jan. “Železniční most přes místní silnici: Railway Bridge across Local Road.” 2020. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/57734.

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

MLA Handbook (7th Edition):

Olbert, Jan. “Železniční most přes místní silnici: Railway Bridge across Local Road.” 2020. Web. 30 Sep 2020.

Vancouver:

Olbert J. Železniční most přes místní silnici: Railway Bridge across Local Road. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/57734.

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

Council of Science Editors:

Olbert J. Železniční most přes místní silnici: Railway Bridge across Local Road. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57734

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


Virginia Tech

18. Hatlee, Jonathan Russell. The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck.

Degree: MS, Civil Engineering, 2009, Virginia Tech

 The continuous permanent metal deck form system provides a quick and efficient method of constructing short-span, simply supported composite steel girder bridges. However, because shear… (more)

Subjects/Keywords: Composite steel girder bridge; fatigue; shear studs; plastic; continuous steel deck

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APA (6th Edition):

Hatlee, J. R. (2009). The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34208

Chicago Manual of Style (16th Edition):

Hatlee, Jonathan Russell. “The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck.” 2009. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/34208.

MLA Handbook (7th Edition):

Hatlee, Jonathan Russell. “The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck.” 2009. Web. 30 Sep 2020.

Vancouver:

Hatlee JR. The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck. [Internet] [Masters thesis]. Virginia Tech; 2009. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/34208.

Council of Science Editors:

Hatlee JR. The Viability of Steel-Concrete Composite Girder Bridges with Continuous Profiled Steel Deck. [Masters Thesis]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/34208


Brno University of Technology

19. Ondruš, Petr. Administrativní budova: Administration building.

Degree: 2017, Brno University of Technology

 The subject of this diploma thesis is design and check the steel construction of the office building in Valašské Meziříčí. Floor plan dimensions of building… (more)

Subjects/Keywords: administrativní budova; ocelová konstrukce; stropnice; průvlak; spřažená konstrukce; šroubový spoj; office building; steel structure; secondary beam; primary beam; composite steel and concrete structure; bolted connection

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APA (6th Edition):

Ondruš, P. (2017). Administrativní budova: Administration building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64350

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):

Ondruš, Petr. “Administrativní budova: Administration building.” 2017. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/64350.

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

MLA Handbook (7th Edition):

Ondruš, Petr. “Administrativní budova: Administration building.” 2017. Web. 30 Sep 2020.

Vancouver:

Ondruš P. Administrativní budova: Administration building. [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/64350.

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

Council of Science Editors:

Ondruš P. Administrativní budova: Administration building. [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64350

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


Delft University of Technology

20. Nijgh, Martin (author). New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections.

Degree: 2017, Delft University of Technology

 The purpose of this thesis is to investigate the short- and long-term behaviour of injected bolted connections (IBCs) with oversize holes for various injection materials.… (more)

Subjects/Keywords: shear connection; injected bolted connection; slip-resistant; epoxy resin; injection; shot

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APA (6th Edition):

Nijgh, M. (. (2017). New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:089a5c6f-3c28-4c58-9b5a-34138bf2be86

Chicago Manual of Style (16th Edition):

Nijgh, Martin (author). “New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections.” 2017. Masters Thesis, Delft University of Technology. Accessed September 30, 2020. http://resolver.tudelft.nl/uuid:089a5c6f-3c28-4c58-9b5a-34138bf2be86.

MLA Handbook (7th Edition):

Nijgh, Martin (author). “New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections.” 2017. Web. 30 Sep 2020.

Vancouver:

Nijgh M(. New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections. [Internet] [Masters thesis]. Delft University of Technology; 2017. [cited 2020 Sep 30]. Available from: http://resolver.tudelft.nl/uuid:089a5c6f-3c28-4c58-9b5a-34138bf2be86.

Council of Science Editors:

Nijgh M(. New Materials for Injected Bolted Connections: A Feasibility Study for Demountable Connections. [Masters Thesis]. Delft University of Technology; 2017. Available from: http://resolver.tudelft.nl/uuid:089a5c6f-3c28-4c58-9b5a-34138bf2be86


Brno University of Technology

21. Houška, Daniel. Sportovní hala v Prostějově: The Sport Hall in Prostějov.

Degree: 2019, Brno University of Technology

 The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The… (more)

Subjects/Keywords: sportovní hala; nosná ocelová konstrukce; zatížení; posouzení; prostorový příhradový vazník; ztužidlo; sloup; základová patka; svarový spoj; šroubový spoj; sports hall; steel load-bearing structure; load; assessment; spatial truss girder; bracing; column; foundation pad; weld joint; bolted connection

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

APA (6th Edition):

Houška, D. (2019). Sportovní hala v Prostějově: The Sport Hall in Prostějov. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37953

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):

Houška, Daniel. “Sportovní hala v Prostějově: The Sport Hall in Prostějov.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/37953.

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

MLA Handbook (7th Edition):

Houška, Daniel. “Sportovní hala v Prostějově: The Sport Hall in Prostějov.” 2019. Web. 30 Sep 2020.

Vancouver:

Houška D. Sportovní hala v Prostějově: The Sport Hall in Prostějov. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/37953.

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

Council of Science Editors:

Houška D. Sportovní hala v Prostějově: The Sport Hall in Prostějov. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/37953

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


Brno University of Technology

22. Bílek, Radim. Odletová hala letiště: Airport Departure Hall.

Degree: 2019, Brno University of Technology

 The subject of this bachelor’s thesis is the design steel (load-bearing) structure of the serviceable departure ariport hall in Breclav. The plan dimensions of the… (more)

Subjects/Keywords: letištní hala; ocelová konstrukce; příhradový vazník; sloup; kloubové patky; kruhové trubky; Gerberova vaznice; ztužidla; šroubové spoje; Airport hall; steel structure; truss girder; column; pin-supported footings; circular tubes; Gerber’s purlin; diagonal rod bracing; bolted connection

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APA (6th Edition):

Bílek, R. (2019). Odletová hala letiště: Airport Departure Hall. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/84316

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):

Bílek, Radim. “Odletová hala letiště: Airport Departure Hall.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/84316.

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

MLA Handbook (7th Edition):

Bílek, Radim. “Odletová hala letiště: Airport Departure Hall.” 2019. Web. 30 Sep 2020.

Vancouver:

Bílek R. Odletová hala letiště: Airport Departure Hall. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/84316.

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

Council of Science Editors:

Bílek R. Odletová hala letiště: Airport Departure Hall. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/84316

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


University of Limerick

23. Gray, Patrick Joseph. Highly efficient numerical analysis of load distribution in composite bolted joints.

Degree: 2011, University of Limerick

peer-reviewed

In the design of composite aircraft structures, joint efficiency is a key area for realising the weight-saving potential of advanced composite materials. Cost-effective, efficient… (more)

Subjects/Keywords: composite aircraft structure; design; bolted joints

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APA (6th Edition):

Gray, P. J. (2011). Highly efficient numerical analysis of load distribution in composite bolted joints. (Thesis). University of Limerick. Retrieved from http://hdl.handle.net/10344/5957

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):

Gray, Patrick Joseph. “Highly efficient numerical analysis of load distribution in composite bolted joints.” 2011. Thesis, University of Limerick. Accessed September 30, 2020. http://hdl.handle.net/10344/5957.

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

MLA Handbook (7th Edition):

Gray, Patrick Joseph. “Highly efficient numerical analysis of load distribution in composite bolted joints.” 2011. Web. 30 Sep 2020.

Vancouver:

Gray PJ. Highly efficient numerical analysis of load distribution in composite bolted joints. [Internet] [Thesis]. University of Limerick; 2011. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10344/5957.

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

Council of Science Editors:

Gray PJ. Highly efficient numerical analysis of load distribution in composite bolted joints. [Thesis]. University of Limerick; 2011. Available from: http://hdl.handle.net/10344/5957

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


University of Technology, Sydney

24. Firouzianhaji, Ahmad. The effect of connection flexibility on the seismic performance of industrial racking systems.

Degree: 2016, University of Technology, Sydney

 Industrial racking systems are load bearing structures for the warehouse storage of goods. They are normally fabricated and assembled from cold-formed perforated open thin-walled vertical… (more)

Subjects/Keywords: Warehouse storages.; Industrial racking systems.; Seismic design.; Flexible boltless beam.; Beam-upright connection.; Floor connection (Base-plate connection).; Bolted brace connection.

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APA (6th Edition):

Firouzianhaji, A. (2016). The effect of connection flexibility on the seismic performance of industrial racking systems. (Thesis). University of Technology, Sydney. Retrieved from http://hdl.handle.net/10453/43400

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):

Firouzianhaji, Ahmad. “The effect of connection flexibility on the seismic performance of industrial racking systems.” 2016. Thesis, University of Technology, Sydney. Accessed September 30, 2020. http://hdl.handle.net/10453/43400.

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

MLA Handbook (7th Edition):

Firouzianhaji, Ahmad. “The effect of connection flexibility on the seismic performance of industrial racking systems.” 2016. Web. 30 Sep 2020.

Vancouver:

Firouzianhaji A. The effect of connection flexibility on the seismic performance of industrial racking systems. [Internet] [Thesis]. University of Technology, Sydney; 2016. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10453/43400.

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

Council of Science Editors:

Firouzianhaji A. The effect of connection flexibility on the seismic performance of industrial racking systems. [Thesis]. University of Technology, Sydney; 2016. Available from: http://hdl.handle.net/10453/43400

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


Brno University of Technology

25. Lehocký, Peter. Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes.

Degree: 2020, Brno University of Technology

 This bachelors thesis deals with design of administrative building adjacent to a metalworking shed. The administrative building is statically independent on metalwork shed. Building is… (more)

Subjects/Keywords: Statické posúdenie; administratívny objekt; spriahnutá koštrukcia; medzný stav únosnosti; medzný stav použiteľnosti; skrutkový spoj; kútový zvar; kotvenie; spriahnutie; prievlak; stĺp; zaťaženie; Static check; office building; composite steel and concrete structure; ultimate limit state; serviceability limit state; bolted connection; fillet weld; anchorage; composite action; primary beam; column; load

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APA (6th Edition):

Lehocký, P. (2020). Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/190832

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):

Lehocký, Peter. “Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes.” 2020. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/190832.

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

MLA Handbook (7th Edition):

Lehocký, Peter. “Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes.” 2020. Web. 30 Sep 2020.

Vancouver:

Lehocký P. Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/190832.

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

Council of Science Editors:

Lehocký P. Vícepodlažní budova pro administrativní účely: Multi-storey building for administrative purposes. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/190832

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


University of Wisconsin – Milwaukee

26. Hui, Yuchen. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.

Degree: MS, Engineering, 2018, University of Wisconsin – Milwaukee

Composite steel frame – reinforced concrete (RC) core wall structures are often used in high-rise buildings. It is commonly assumed that reinforced concrete walls… (more)

Subjects/Keywords: composite; connection; earthquake; Civil Engineering

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APA (6th Edition):

Hui, Y. (2018). Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. (Thesis). University of Wisconsin – Milwaukee. Retrieved from https://dc.uwm.edu/etd/1831

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):

Hui, Yuchen. “Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.” 2018. Thesis, University of Wisconsin – Milwaukee. Accessed September 30, 2020. https://dc.uwm.edu/etd/1831.

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

MLA Handbook (7th Edition):

Hui, Yuchen. “Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures.” 2018. Web. 30 Sep 2020.

Vancouver:

Hui Y. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. [Internet] [Thesis]. University of Wisconsin – Milwaukee; 2018. [cited 2020 Sep 30]. Available from: https://dc.uwm.edu/etd/1831.

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

Council of Science Editors:

Hui Y. Seismic Tensile Force on Steel Girder-Concrete Wall Connections in High-Rise Composite Building Structures. [Thesis]. University of Wisconsin – Milwaukee; 2018. Available from: https://dc.uwm.edu/etd/1831

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


Brno University of Technology

27. Veselý, Radek. Ocelová konstrukce lávky: The steel structure of a foot-bridge.

Degree: 2020, Brno University of Technology

 The topic of Master´s thesis is the design of steel foodbridge over the Morava river in Olomouc. Construction was carried out in two variants, one… (more)

Subjects/Keywords: Lávka Ortotropní mostovka Spřažená mostovka; Foodbridge Orthotropic deck Composite deck

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APA (6th Edition):

Veselý, R. (2020). Ocelová konstrukce lávky: The steel structure of a foot-bridge. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57623

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):

Veselý, Radek. “Ocelová konstrukce lávky: The steel structure of a foot-bridge.” 2020. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/57623.

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

MLA Handbook (7th Edition):

Veselý, Radek. “Ocelová konstrukce lávky: The steel structure of a foot-bridge.” 2020. Web. 30 Sep 2020.

Vancouver:

Veselý R. Ocelová konstrukce lávky: The steel structure of a foot-bridge. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/57623.

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

Council of Science Editors:

Veselý R. Ocelová konstrukce lávky: The steel structure of a foot-bridge. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57623

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


Brno University of Technology

28. Serbousková, Kateřina. Obchodní a nákupní centrum v Brně: Trade House in Brno.

Degree: 2019, Brno University of Technology

 The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973… (more)

Subjects/Keywords: Obchodní centrum; ocelová konstrukce; patrová budova; spřažená ocelobetonová konstrukce; vaznice; příhradový vazník; sloup; ztužidlo; šroubový spoj; svarový spoj; Shopping centre; steel structure; multi-storey building; composite steel and concrete structure; purlin; truss girder; column; bracing; bolted joint; weld

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

APA (6th Edition):

Serbousková, K. (2019). Obchodní a nákupní centrum v Brně: Trade House in Brno. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70831

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):

Serbousková, Kateřina. “Obchodní a nákupní centrum v Brně: Trade House in Brno.” 2019. Thesis, Brno University of Technology. Accessed September 30, 2020. http://hdl.handle.net/11012/70831.

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

MLA Handbook (7th Edition):

Serbousková, Kateřina. “Obchodní a nákupní centrum v Brně: Trade House in Brno.” 2019. Web. 30 Sep 2020.

Vancouver:

Serbousková K. Obchodní a nákupní centrum v Brně: Trade House in Brno. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/11012/70831.

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

Council of Science Editors:

Serbousková K. Obchodní a nákupní centrum v Brně: Trade House in Brno. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/70831

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


Virginia Tech

29. Lee, Wey-Jen. Behavior of Connection with Beam Bearing on Bottom Flange of Girder.

Degree: MS, Civil Engineering, 2001, Virginia Tech

 An analytical investigation was conducted to study the behavior of a bottom flange bearing beam-to girder connection subjected to patch loading. This connection would be… (more)

Subjects/Keywords: Finite Element Study; Beam-to-Girder Connection; Yield Line Theory

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

APA (6th Edition):

Lee, W. (2001). Behavior of Connection with Beam Bearing on Bottom Flange of Girder. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/35529

Chicago Manual of Style (16th Edition):

Lee, Wey-Jen. “Behavior of Connection with Beam Bearing on Bottom Flange of Girder.” 2001. Masters Thesis, Virginia Tech. Accessed September 30, 2020. http://hdl.handle.net/10919/35529.

MLA Handbook (7th Edition):

Lee, Wey-Jen. “Behavior of Connection with Beam Bearing on Bottom Flange of Girder.” 2001. Web. 30 Sep 2020.

Vancouver:

Lee W. Behavior of Connection with Beam Bearing on Bottom Flange of Girder. [Internet] [Masters thesis]. Virginia Tech; 2001. [cited 2020 Sep 30]. Available from: http://hdl.handle.net/10919/35529.

Council of Science Editors:

Lee W. Behavior of Connection with Beam Bearing on Bottom Flange of Girder. [Masters Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/35529


Iowa State University

30. Cheng, Zhao. Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection.

Degree: 2015, Iowa State University

 With the total number of structurally deficient or functionally obsolete bridges at more than 20% of the nation’s 607,380 bridges in 2013, the nation need… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; Accelerate Bridge Construction; Girder-to-cap Connection; Seismic Design; Structural Engineering; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Cheng, Z. (2015). Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14670

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):

Cheng, Zhao. “Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection.” 2015. Thesis, Iowa State University. Accessed September 30, 2020. https://lib.dr.iastate.edu/etd/14670.

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

MLA Handbook (7th Edition):

Cheng, Zhao. “Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection.” 2015. Web. 30 Sep 2020.

Vancouver:

Cheng Z. Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection. [Internet] [Thesis]. Iowa State University; 2015. [cited 2020 Sep 30]. Available from: https://lib.dr.iastate.edu/etd/14670.

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

Council of Science Editors:

Cheng Z. Seismic performance of accelerated bridge construction (ABC) precast bulb-tee girder-to-bent cap connection. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14670

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

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