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You searched for subject:(CONNECTION POINTS STRUCTURAL CONNECTIONS ). Showing records 1 – 30 of 15603 total matches.

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Kansas State University

1. Martin, Brandi Nichole. A comparison of double clip angle shear connections to shear tab connections in industrial applications.

Degree: MS, Department of Architectural Engineering, 2017, Kansas State University

 In structural steel connection design, simple shear connections are one of the most common connection types utilized. The industry, especially from the side of the… (more)

Subjects/Keywords: Shear Connections; Double Clip Angle Connections; Shear tab connections; Structural steel connection design

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APA (6th Edition):

Martin, B. N. (2017). A comparison of double clip angle shear connections to shear tab connections in industrial applications. (Masters Thesis). Kansas State University. Retrieved from http://hdl.handle.net/2097/35552

Chicago Manual of Style (16th Edition):

Martin, Brandi Nichole. “A comparison of double clip angle shear connections to shear tab connections in industrial applications.” 2017. Masters Thesis, Kansas State University. Accessed January 23, 2020. http://hdl.handle.net/2097/35552.

MLA Handbook (7th Edition):

Martin, Brandi Nichole. “A comparison of double clip angle shear connections to shear tab connections in industrial applications.” 2017. Web. 23 Jan 2020.

Vancouver:

Martin BN. A comparison of double clip angle shear connections to shear tab connections in industrial applications. [Internet] [Masters thesis]. Kansas State University; 2017. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2097/35552.

Council of Science Editors:

Martin BN. A comparison of double clip angle shear connections to shear tab connections in industrial applications. [Masters Thesis]. Kansas State University; 2017. Available from: http://hdl.handle.net/2097/35552


ETH Zürich

2. Steurer, Anton. Das Rotationsvermögen geschraubter Stirnplattenverbindungen.

Degree: 1999, ETH Zürich

Subjects/Keywords: KONSTRUKTIONSVERBINDUNGEN (TRAGWERKE); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); BOLZENVERBINDUNGEN + SCHRAUBENVERBINDUNGEN (BAUKONSTRUKTIONSVERBINDUNGEN); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); FORMBARKEIT + VERFORMBARKEIT (ELASTOMECHANIK); VERFORMUNGSBERECHNUNGEN (BAUSTATIK); STRUCTURAL CONNECTIONS (LOAD BEARING STRUCTURES); CONNECTION POINTS (STRUCTURAL CONNECTIONS); BOLTED CONNECTIONS + SCREWED CONNECTIONS (STRUCTURAL CONNECTIONS); STEEL STRUCTURES (STRUCTURAL ELEMENTS); FORMABILITY + DEFORMABILITY (ELASTOMECHANICS); CALCULATION OF STRAIN, DEFORMATION (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Steurer, A. (1999). Das Rotationsvermögen geschraubter Stirnplattenverbindungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144245

Chicago Manual of Style (16th Edition):

Steurer, Anton. “Das Rotationsvermögen geschraubter Stirnplattenverbindungen.” 1999. Doctoral Dissertation, ETH Zürich. Accessed January 23, 2020. http://hdl.handle.net/20.500.11850/144245.

MLA Handbook (7th Edition):

Steurer, Anton. “Das Rotationsvermögen geschraubter Stirnplattenverbindungen.” 1999. Web. 23 Jan 2020.

Vancouver:

Steurer A. Das Rotationsvermögen geschraubter Stirnplattenverbindungen. [Internet] [Doctoral dissertation]. ETH Zürich; 1999. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/20.500.11850/144245.

Council of Science Editors:

Steurer A. Das Rotationsvermögen geschraubter Stirnplattenverbindungen. [Doctoral Dissertation]. ETH Zürich; 1999. Available from: http://hdl.handle.net/20.500.11850/144245


ETH Zürich

3. Staudacher, Emil. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.

Degree: 1936, ETH Zürich

Subjects/Keywords: HOLZ (BAUSTOFFE); HOLZVERBINDUNGEN (HOLZBEARBEITUNG); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); WOOD + TIMBER (BUILDING MATERIALS); WOOD JOINTS (TIMBER INDUSTRY); CONNECTION POINTS (STRUCTURAL CONNECTIONS); info:eu-repo/classification/ddc/690; Buildings

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APA (6th Edition):

Staudacher, E. (1936). Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135087

Chicago Manual of Style (16th Edition):

Staudacher, Emil. “Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.” 1936. Doctoral Dissertation, ETH Zürich. Accessed January 23, 2020. http://hdl.handle.net/20.500.11850/135087.

MLA Handbook (7th Edition):

Staudacher, Emil. “Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente.” 1936. Web. 23 Jan 2020.

Vancouver:

Staudacher E. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. [Internet] [Doctoral dissertation]. ETH Zürich; 1936. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/20.500.11850/135087.

Council of Science Editors:

Staudacher E. Der Baustoff Holz: Beiträge zur Kenntnis der Materialeigenschaften und der Konstruktionselemente. [Doctoral Dissertation]. ETH Zürich; 1936. Available from: http://hdl.handle.net/20.500.11850/135087


ETH Zürich

4. Wyss, Theophil. Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke.

Degree: 1923, ETH Zürich

Subjects/Keywords: EBENE FACHWERKE + FACHWERKTRÄGER (BAUSTATIK); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); SPANNUNGSBERECHNUNGEN (BAUSTATIK); BLECHE (METALLPRODUKTE); PLANE TRUSSES + TRUSSED GIRDERS (STRUCTURAL ANALYSIS); CONNECTION POINTS (STRUCTURAL CONNECTIONS); STRESS ANALYSIS (STRUCTURAL ANALYSIS); SHEET METALS (METAL PRODUCTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Wyss, T. (1923). Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135920

Chicago Manual of Style (16th Edition):

Wyss, Theophil. “Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke.” 1923. Doctoral Dissertation, ETH Zürich. Accessed January 23, 2020. http://hdl.handle.net/20.500.11850/135920.

MLA Handbook (7th Edition):

Wyss, Theophil. “Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke.” 1923. Web. 23 Jan 2020.

Vancouver:

Wyss T. Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke. [Internet] [Doctoral dissertation]. ETH Zürich; 1923. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/20.500.11850/135920.

Council of Science Editors:

Wyss T. Beitrag zur Spannungsuntersuchung an Knotenblechen eiserner Fachwerke. [Doctoral Dissertation]. ETH Zürich; 1923. Available from: http://hdl.handle.net/20.500.11850/135920


University of Western Ontario

5. Elsayed, Mohamed Gamal. Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls.

Degree: 2018, University of Western Ontario

 Grouted connections are widely used in the precast concrete construction. For instance, in precast concrete walls, they are used to connect assemblies of vertically stacked… (more)

Subjects/Keywords: Emulative; grouted; dowel; connections; bar in grout; bond; corrugated duct; pull out; tensile load; precast wall; routed bar; composite connection; interfacial model; design code;

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APA (6th Edition):

Elsayed, M. G. (2018). Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5235

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):

Elsayed, Mohamed Gamal. “Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls.” 2018. Thesis, University of Western Ontario. Accessed January 23, 2020. https://ir.lib.uwo.ca/etd/5235.

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

MLA Handbook (7th Edition):

Elsayed, Mohamed Gamal. “Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls.” 2018. Web. 23 Jan 2020.

Vancouver:

Elsayed MG. Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls. [Internet] [Thesis]. University of Western Ontario; 2018. [cited 2020 Jan 23]. Available from: https://ir.lib.uwo.ca/etd/5235.

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

Council of Science Editors:

Elsayed MG. Experimental and Numerical Investigation of Emulative Connections in Precast Concrete Walls. [Thesis]. University of Western Ontario; 2018. Available from: https://ir.lib.uwo.ca/etd/5235

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


ETH Zürich

6. Blümel, Steffen. Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen.

Degree: 2003, ETH Zürich

Subjects/Keywords: EBENE FACHWERKE + FACHWERKTRÄGER (BAUSTATIK); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); KNICKEN (BAUSTATIK); DÜNNWANDIGE TRAGWERKE UND BAUTEILE (KONSTRUKTIVER INGENIEURBAU); PROFILSTÄHLE + BAUSTÄHLE (EISENHÜTTENKUNDE); VERBINDUNGSSTELLEN + ANSCHLUSSSTELLEN (BAUKONSTRUKTIONSVERBINDUNGEN); BAUSTATISCHE BERECHNUNG (BAUSTATIK); PLANE TRUSSES + TRUSSED GIRDERS (STRUCTURAL ANALYSIS); STEEL STRUCTURES (STRUCTURAL ELEMENTS); BUCKLING (STRUCTURAL ANALYSIS); THIN-WALLED STRUCTURES AND ELEMENTS (STRUCTURAL ENGINEERING); STRUCTURAL STEELS + CONSTRUCTIONAL STEELS (IRON METALLURGY); CONNECTION POINTS (STRUCTURAL CONNECTIONS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Blümel, S. (2003). Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/147738

Chicago Manual of Style (16th Edition):

Blümel, Steffen. “Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen.” 2003. Doctoral Dissertation, ETH Zürich. Accessed January 23, 2020. http://hdl.handle.net/20.500.11850/147738.

MLA Handbook (7th Edition):

Blümel, Steffen. “Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen.” 2003. Web. 23 Jan 2020.

Vancouver:

Blümel S. Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen. [Internet] [Doctoral dissertation]. ETH Zürich; 2003. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/20.500.11850/147738.

Council of Science Editors:

Blümel S. Ein Beitrag zum Trag- und Verformungsverhalten von Fachwerkträgern aus hochfesten Abkantprofilen. [Doctoral Dissertation]. ETH Zürich; 2003. Available from: http://hdl.handle.net/20.500.11850/147738


Ohio University

7. Reese, John L. Investigation of Simple Shear Connection Economy.

Degree: MS, Civil Engineering (Engineering and Technology), 2008, Ohio University

  It is common practice for design engineers in the United States, especially the eastern part, to leave the design of simple shear connections up… (more)

Subjects/Keywords: Civil Engineering; simple shear connections; connection economy; steel beam and column connections

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APA (6th Edition):

Reese, J. L. (2008). Investigation of Simple Shear Connection Economy. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914

Chicago Manual of Style (16th Edition):

Reese, John L. “Investigation of Simple Shear Connection Economy.” 2008. Masters Thesis, Ohio University. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914.

MLA Handbook (7th Edition):

Reese, John L. “Investigation of Simple Shear Connection Economy.” 2008. Web. 23 Jan 2020.

Vancouver:

Reese JL. Investigation of Simple Shear Connection Economy. [Internet] [Masters thesis]. Ohio University; 2008. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914.

Council of Science Editors:

Reese JL. Investigation of Simple Shear Connection Economy. [Masters Thesis]. Ohio University; 2008. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1219262914


University of Windsor

8. Dhanapal, Jothiarun. Structural Performance of Connections in Hollow Structural Steel Modular Buildings.

Degree: PhD, Civil and Environmental Engineering, 2019, University of Windsor

 Steel modular buildings are on the rise to meet the growing infrastructure demand of big cities. VectorBloc modular construction involves a unique way of constructing… (more)

Subjects/Keywords: Cast-steel connector; Flow drilled connections; Flow tapped connections; HSS construction; Modular construction; VectorBloc connection

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APA (6th Edition):

Dhanapal, J. (2019). Structural Performance of Connections in Hollow Structural Steel Modular Buildings. (Doctoral Dissertation). University of Windsor. Retrieved from https://scholar.uwindsor.ca/etd/7636

Chicago Manual of Style (16th Edition):

Dhanapal, Jothiarun. “Structural Performance of Connections in Hollow Structural Steel Modular Buildings.” 2019. Doctoral Dissertation, University of Windsor. Accessed January 23, 2020. https://scholar.uwindsor.ca/etd/7636.

MLA Handbook (7th Edition):

Dhanapal, Jothiarun. “Structural Performance of Connections in Hollow Structural Steel Modular Buildings.” 2019. Web. 23 Jan 2020.

Vancouver:

Dhanapal J. Structural Performance of Connections in Hollow Structural Steel Modular Buildings. [Internet] [Doctoral dissertation]. University of Windsor; 2019. [cited 2020 Jan 23]. Available from: https://scholar.uwindsor.ca/etd/7636.

Council of Science Editors:

Dhanapal J. Structural Performance of Connections in Hollow Structural Steel Modular Buildings. [Doctoral Dissertation]. University of Windsor; 2019. Available from: https://scholar.uwindsor.ca/etd/7636


Delft University of Technology

9. Guyader, C. Tensioned glass façade:.

Degree: 2016, Delft University of Technology

 This master thesis was carried out in cooperation with VS-A, a façade engineering office based in Lille, Hong Kong and Seoul. It focuses on the… (more)

Subjects/Keywords: façade; structural glass; glass connections; strength

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APA (6th Edition):

Guyader, C. (2016). Tensioned glass façade:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:35f213f3-ad7f-4acb-b15d-c95ca592a36c

Chicago Manual of Style (16th Edition):

Guyader, C. “Tensioned glass façade:.” 2016. Masters Thesis, Delft University of Technology. Accessed January 23, 2020. http://resolver.tudelft.nl/uuid:35f213f3-ad7f-4acb-b15d-c95ca592a36c.

MLA Handbook (7th Edition):

Guyader, C. “Tensioned glass façade:.” 2016. Web. 23 Jan 2020.

Vancouver:

Guyader C. Tensioned glass façade:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Jan 23]. Available from: http://resolver.tudelft.nl/uuid:35f213f3-ad7f-4acb-b15d-c95ca592a36c.

Council of Science Editors:

Guyader C. Tensioned glass façade:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:35f213f3-ad7f-4acb-b15d-c95ca592a36c


Brigham Young University

10. Coy, Bradly B. Buckling-Restrained Braced Frame Connection Design and Testing.

Degree: MS, 2007, Brigham Young University

  As typically designed, the beam-column-brace connections of buckling-restrained braced steel frames have undesirable failure modes that compromise the integrity and performance of the frames… (more)

Subjects/Keywords: steel frame; steel frames; steel connection; steel connections; brace; braces; structrual engineeering; structural; structures; structural design; steel design; steel connection design; steel testing; testing; design; hysteresis; hysteretic behavior; civil engineering; Civil and Environmental Engineering

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APA (6th Edition):

Coy, B. B. (2007). Buckling-Restrained Braced Frame Connection Design and Testing. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd

Chicago Manual of Style (16th Edition):

Coy, Bradly B. “Buckling-Restrained Braced Frame Connection Design and Testing.” 2007. Masters Thesis, Brigham Young University. Accessed January 23, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd.

MLA Handbook (7th Edition):

Coy, Bradly B. “Buckling-Restrained Braced Frame Connection Design and Testing.” 2007. Web. 23 Jan 2020.

Vancouver:

Coy BB. Buckling-Restrained Braced Frame Connection Design and Testing. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2020 Jan 23]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd.

Council of Science Editors:

Coy BB. Buckling-Restrained Braced Frame Connection Design and Testing. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1991&context=etd


University of Kansas

11. Chen, Cheng. A parametric study aimed at assessing fatigue performance of bolted connections.

Degree: MS, Civil, Environmental & Architectural Engineering, 2016, University of Kansas

 The fatigue design provisions in the AASHTO-LRFD Bridge Design Specifications (2012) state that steel components with open holes should be classified as Fatigue Category D… (more)

Subjects/Keywords: Civil engineering; bolted connections; fatigue category; finite element analysis; slip-critical connection

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APA (6th Edition):

Chen, C. (2016). A parametric study aimed at assessing fatigue performance of bolted connections. (Masters Thesis). University of Kansas. Retrieved from http://hdl.handle.net/1808/23918

Chicago Manual of Style (16th Edition):

Chen, Cheng. “A parametric study aimed at assessing fatigue performance of bolted connections.” 2016. Masters Thesis, University of Kansas. Accessed January 23, 2020. http://hdl.handle.net/1808/23918.

MLA Handbook (7th Edition):

Chen, Cheng. “A parametric study aimed at assessing fatigue performance of bolted connections.” 2016. Web. 23 Jan 2020.

Vancouver:

Chen C. A parametric study aimed at assessing fatigue performance of bolted connections. [Internet] [Masters thesis]. University of Kansas; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1808/23918.

Council of Science Editors:

Chen C. A parametric study aimed at assessing fatigue performance of bolted connections. [Masters Thesis]. University of Kansas; 2016. Available from: http://hdl.handle.net/1808/23918


University of Cincinnati

12. 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 January 23, 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. 23 Jan 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 Jan 23]. 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


University of Cincinnati

13. OLTMAN, JONATHAN A. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.

Degree: MS, Engineering : Civil Engineering, 2007, University of Cincinnati

 The complex moment-rotation behavior of bolted moment resisting connections requires advanced modeling techniques for the purposes of analysis and design. A model is presented that… (more)

Subjects/Keywords: Engineering, Civil; bolted connections; computer models; cyclic tests; hysteresis; semi-rigid connections; slip; structural analysis

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APA (6th Edition):

OLTMAN, J. A. (2007). MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304

Chicago Manual of Style (16th Edition):

OLTMAN, JONATHAN A. “MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.” 2007. Masters Thesis, University of Cincinnati. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

MLA Handbook (7th Edition):

OLTMAN, JONATHAN A. “MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING.” 2007. Web. 23 Jan 2020.

Vancouver:

OLTMAN JA. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. [Internet] [Masters thesis]. University of Cincinnati; 2007. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

Council of Science Editors:

OLTMAN JA. MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING. [Masters Thesis]. University of Cincinnati; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304


Linnaeus University

14. Karki, Subheksha Baskota. New fast connection for a building system based on green-glued boards.

Degree: Engineering, 2009, Linnaeus University

  Växjö university has together with Södra developed a new green-glued laminated beam, which to be used in a building system. To make a product… (more)

Subjects/Keywords: Green-glued laminated boards; connections; wood; beam-beam connection

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APA (6th Edition):

Karki, S. B. (2009). New fast connection for a building system based on green-glued boards. (Thesis). Linnaeus University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5472

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):

Karki, Subheksha Baskota. “New fast connection for a building system based on green-glued boards.” 2009. Thesis, Linnaeus University. Accessed January 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5472.

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

MLA Handbook (7th Edition):

Karki, Subheksha Baskota. “New fast connection for a building system based on green-glued boards.” 2009. Web. 23 Jan 2020.

Vancouver:

Karki SB. New fast connection for a building system based on green-glued boards. [Internet] [Thesis]. Linnaeus University; 2009. [cited 2020 Jan 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5472.

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

Council of Science Editors:

Karki SB. New fast connection for a building system based on green-glued boards. [Thesis]. Linnaeus University; 2009. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-5472

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


University of Tennessee – Knoxville

15. Hanks, Richard Aaron. Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement.

Degree: MS, Civil Engineering, 2011, University of Tennessee – Knoxville

  The interstate highway system is vitally dependent upon current and future bridges.  These bridges must be designed economically to continue the serviceability with limited… (more)

Subjects/Keywords: strut and tie modeling; CIP joint connections; precast bridge connections; u-bar reinforcement; transverse joint; lacer bar; Structural Engineering

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APA (6th Edition):

Hanks, R. A. (2011). Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement. (Thesis). University of Tennessee – Knoxville. Retrieved from https://trace.tennessee.edu/utk_gradthes/878

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):

Hanks, Richard Aaron. “Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement.” 2011. Thesis, University of Tennessee – Knoxville. Accessed January 23, 2020. https://trace.tennessee.edu/utk_gradthes/878.

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

MLA Handbook (7th Edition):

Hanks, Richard Aaron. “Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement.” 2011. Web. 23 Jan 2020.

Vancouver:

Hanks RA. Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement. [Internet] [Thesis]. University of Tennessee – Knoxville; 2011. [cited 2020 Jan 23]. Available from: https://trace.tennessee.edu/utk_gradthes/878.

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

Council of Science Editors:

Hanks RA. Development of Design Guidelines for CIP Joint Connections with U-bar Reinforcement. [Thesis]. University of Tennessee – Knoxville; 2011. Available from: https://trace.tennessee.edu/utk_gradthes/878

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


Halmstad University

16. Rydberg, Carolin. Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram.

Degree: Halmstad University, 2016, Halmstad University

  This thesis has been executed in cooperation with Abetong which is a leading company in the prefabrication of concrete structures. For a prefabricated concrete… (more)

Subjects/Keywords: Structural stability; prefabricated concrete building; connections; point connections; FEM-design; 3D Structure.; Construction Management; Byggproduktion; Building Technologies; Husbyggnad

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

APA (6th Edition):

Rydberg, C. (2016). Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram. (Thesis). Halmstad University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-32203

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):

Rydberg, Carolin. “Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram.” 2016. Thesis, Halmstad University. Accessed January 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-32203.

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

MLA Handbook (7th Edition):

Rydberg, Carolin. “Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram.” 2016. Web. 23 Jan 2020.

Vancouver:

Rydberg C. Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram. [Internet] [Thesis]. Halmstad University; 2016. [cited 2020 Jan 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-32203.

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

Council of Science Editors:

Rydberg C. Stomstabilisering hos prefabricerade betongkonstruktioner i 3D-beräkningsprogram. [Thesis]. Halmstad University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-32203

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


University of Arkansas

17. Norwood, Jason Thomas. Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections.

Degree: MSCE, 2018, University of Arkansas

  Beam-to-column connections in structural steel buildings may have varying degrees of rotational restraint and varying degrees of moment transfer. In fully restrained moment connections,… (more)

Subjects/Keywords: Civil Engineering; Moment Connection; Seismic Design; Steel; Stiffener; Structural Engineering; Civil Engineering; Structural Engineering

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

APA (6th Edition):

Norwood, J. T. (2018). Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2991

Chicago Manual of Style (16th Edition):

Norwood, Jason Thomas. “Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections.” 2018. Masters Thesis, University of Arkansas. Accessed January 23, 2020. https://scholarworks.uark.edu/etd/2991.

MLA Handbook (7th Edition):

Norwood, Jason Thomas. “Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections.” 2018. Web. 23 Jan 2020.

Vancouver:

Norwood JT. Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections. [Internet] [Masters thesis]. University of Arkansas; 2018. [cited 2020 Jan 23]. Available from: https://scholarworks.uark.edu/etd/2991.

Council of Science Editors:

Norwood JT. Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections. [Masters Thesis]. University of Arkansas; 2018. Available from: https://scholarworks.uark.edu/etd/2991

18. Wirth Ulrich. Seismic resistance of a hybrid shearwall system .

Degree: 2011, Czech University of Technology

 As part of an experimental research program on the seismic behavior of a new hybrid shearwall building system, with composite concrete-filled steel tubular edge members… (more)

Subjects/Keywords: Hybrid Shearwall; Structural Design; Interface Connection; Cyclic loads; Shear Strength

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

APA (6th Edition):

Ulrich, W. (2011). Seismic resistance of a hybrid shearwall system . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/8035

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):

Ulrich, Wirth. “Seismic resistance of a hybrid shearwall system .” 2011. Thesis, Czech University of Technology. Accessed January 23, 2020. http://hdl.handle.net/10467/8035.

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

MLA Handbook (7th Edition):

Ulrich, Wirth. “Seismic resistance of a hybrid shearwall system .” 2011. Web. 23 Jan 2020.

Vancouver:

Ulrich W. Seismic resistance of a hybrid shearwall system . [Internet] [Thesis]. Czech University of Technology; 2011. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10467/8035.

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

Council of Science Editors:

Ulrich W. Seismic resistance of a hybrid shearwall system . [Thesis]. Czech University of Technology; 2011. Available from: http://hdl.handle.net/10467/8035

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


Univerzitet u Beogradu

19. Koković, Veljko, 1976-. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.

Degree: Građevinski fakultet, 2018, Univerzitet u Beogradu

Građevinarstvo - betonske konstrukcije / Civil Engineering - Concrete Structures

Industrija prefabrikovanih betonskih elemenata je grana građevinske industrije koja je u stalnom porastu, kako zbog… (more)

Subjects/Keywords: hollow core slabs; continuity; structural topping; connection detail; shear; experimental investigation

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APA (6th Edition):

Koković, Veljko, 1. (2018). Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get

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):

Koković, Veljko, 1976-. “Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.” 2018. Thesis, Univerzitet u Beogradu. Accessed January 23, 2020. https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get.

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

MLA Handbook (7th Edition):

Koković, Veljko, 1976-. “Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča.” 2018. Web. 23 Jan 2020.

Vancouver:

Koković, Veljko 1. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. [Internet] [Thesis]. Univerzitet u Beogradu; 2018. [cited 2020 Jan 23]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get.

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

Council of Science Editors:

Koković, Veljko 1. Granična nosivost oslonačke veze ošupljenih montažnih betonskih ploča. [Thesis]. Univerzitet u Beogradu; 2018. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:15335/bdef:Content/get

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


Texas A&M University

20. Bejkollari, Rigers. Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections.

Degree: MS, Civil Engineering, 2018, Texas A&M University

 In the recent years, glass has become the material of choice for glazing of building facades. Spider fittings are a popular method for the connection(more)

Subjects/Keywords: Structural glass; Residual Surface Stress; Bolted Connection; FEA

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

APA (6th Edition):

Bejkollari, R. (2018). Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/173596

Chicago Manual of Style (16th Edition):

Bejkollari, Rigers. “Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections.” 2018. Masters Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/173596.

MLA Handbook (7th Edition):

Bejkollari, Rigers. “Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections.” 2018. Web. 23 Jan 2020.

Vancouver:

Bejkollari R. Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections. [Internet] [Masters thesis]. Texas A&M University; 2018. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/173596.

Council of Science Editors:

Bejkollari R. Evaluation of the Effects of Residual Surface Compression on the Strength of Structural Glass Bolted Connections. [Masters Thesis]. Texas A&M University; 2018. Available from: http://hdl.handle.net/1969.1/173596

21. Boudaqa, Abdullah. Repairable Precast Buildings and Bridges.

Degree: PhD, Civil and Environmental Engineering, 2018, South Dakota State University

  A new moment-resisting precast connection is developed in the present work through experimental and analytical studies to accelerate construction of bridges and buildings, to… (more)

Subjects/Keywords: buckling restrained reinforcement; innovative connection; Civil Engineering; Structural Engineering; Transportation Engineering

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

APA (6th Edition):

Boudaqa, A. (2018). Repairable Precast Buildings and Bridges. (Doctoral Dissertation). South Dakota State University. Retrieved from https://openprairie.sdstate.edu/etd/2467

Chicago Manual of Style (16th Edition):

Boudaqa, Abdullah. “Repairable Precast Buildings and Bridges.” 2018. Doctoral Dissertation, South Dakota State University. Accessed January 23, 2020. https://openprairie.sdstate.edu/etd/2467.

MLA Handbook (7th Edition):

Boudaqa, Abdullah. “Repairable Precast Buildings and Bridges.” 2018. Web. 23 Jan 2020.

Vancouver:

Boudaqa A. Repairable Precast Buildings and Bridges. [Internet] [Doctoral dissertation]. South Dakota State University; 2018. [cited 2020 Jan 23]. Available from: https://openprairie.sdstate.edu/etd/2467.

Council of Science Editors:

Boudaqa A. Repairable Precast Buildings and Bridges. [Doctoral Dissertation]. South Dakota State University; 2018. Available from: https://openprairie.sdstate.edu/etd/2467


University of Toronto

22. Haque, Tarana. Elliptical Hollow Section T and X Connections.

Degree: 2011, University of Toronto

Elliptical hollow sections (EHS) are the newest steel shape to emerge in the industry, but appropriate design guidance is lacking, being completely absent from Canadian… (more)

Subjects/Keywords: steel structures; hollow structural sections; elliptical hollow section; connection; 0543

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APA (6th Edition):

Haque, T. (2011). Elliptical Hollow Section T and X Connections. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/30623

Chicago Manual of Style (16th Edition):

Haque, Tarana. “Elliptical Hollow Section T and X Connections.” 2011. Masters Thesis, University of Toronto. Accessed January 23, 2020. http://hdl.handle.net/1807/30623.

MLA Handbook (7th Edition):

Haque, Tarana. “Elliptical Hollow Section T and X Connections.” 2011. Web. 23 Jan 2020.

Vancouver:

Haque T. Elliptical Hollow Section T and X Connections. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1807/30623.

Council of Science Editors:

Haque T. Elliptical Hollow Section T and X Connections. [Masters Thesis]. University of Toronto; 2011. Available from: http://hdl.handle.net/1807/30623


University of Western Ontario

23. Morrison, Murray J. Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads.

Degree: 2010, University of Western Ontario

 Severe wind storms such as tropical cyclones, tornados, downbursts etc. can cause significant damage to infrastructure. Damage surveys following these events have shown that the… (more)

Subjects/Keywords: wind loads; low-rise building; structural failures; roof-to-wall connections; full scale testing; structural response; Civil Engineering; Structural Engineering

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APA (6th Edition):

Morrison, M. J. (2010). Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/13

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):

Morrison, Murray J. “Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads.” 2010. Thesis, University of Western Ontario. Accessed January 23, 2020. https://ir.lib.uwo.ca/etd/13.

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

MLA Handbook (7th Edition):

Morrison, Murray J. “Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads.” 2010. Web. 23 Jan 2020.

Vancouver:

Morrison MJ. Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads. [Internet] [Thesis]. University of Western Ontario; 2010. [cited 2020 Jan 23]. Available from: https://ir.lib.uwo.ca/etd/13.

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

Council of Science Editors:

Morrison MJ. Response of a Two-Story Residential House Under Realistic Fluctuating Wind Loads. [Thesis]. University of Western Ontario; 2010. Available from: https://ir.lib.uwo.ca/etd/13

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


Texas A&M University

24. Perez Arguelles, Maria P. Analyzing Structural Changes and Trade Impacts in the Tomato Industry.

Degree: 2015, Texas A&M University

 Almost half of the tomatoes consumed in the U.S. are imported. In 2014, Mexico accounted for more than 80 percent of the tomato imports and… (more)

Subjects/Keywords: Structural Break Points; International Trade; Great Tomato War; Directed Acyclic Graphs

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APA (6th Edition):

Perez Arguelles, M. P. (2015). Analyzing Structural Changes and Trade Impacts in the Tomato Industry. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155624

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):

Perez Arguelles, Maria P. “Analyzing Structural Changes and Trade Impacts in the Tomato Industry.” 2015. Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/155624.

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

MLA Handbook (7th Edition):

Perez Arguelles, Maria P. “Analyzing Structural Changes and Trade Impacts in the Tomato Industry.” 2015. Web. 23 Jan 2020.

Vancouver:

Perez Arguelles MP. Analyzing Structural Changes and Trade Impacts in the Tomato Industry. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/155624.

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

Council of Science Editors:

Perez Arguelles MP. Analyzing Structural Changes and Trade Impacts in the Tomato Industry. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155624

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


University of Western Ontario

25. Nastasoiu, Mihaela Alina. Evaluating Loyalty Programs with Endogenous Redemption.

Degree: 2016, University of Western Ontario

 Evaluating the capacity of consumer loyalty programs to generate additional sales is essential for marketers who run such programs. However, customers' self-selection into the loyalty… (more)

Subjects/Keywords: loyalty programs; endogenous redemption; structural models; points pressure; rewarded behavior; Marketing

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APA (6th Edition):

Nastasoiu, M. A. (2016). Evaluating Loyalty Programs with Endogenous Redemption. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/3889

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):

Nastasoiu, Mihaela Alina. “Evaluating Loyalty Programs with Endogenous Redemption.” 2016. Thesis, University of Western Ontario. Accessed January 23, 2020. https://ir.lib.uwo.ca/etd/3889.

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

MLA Handbook (7th Edition):

Nastasoiu, Mihaela Alina. “Evaluating Loyalty Programs with Endogenous Redemption.” 2016. Web. 23 Jan 2020.

Vancouver:

Nastasoiu MA. Evaluating Loyalty Programs with Endogenous Redemption. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2020 Jan 23]. Available from: https://ir.lib.uwo.ca/etd/3889.

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

Council of Science Editors:

Nastasoiu MA. Evaluating Loyalty Programs with Endogenous Redemption. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/3889

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


University of Iowa

26. Wang, Bo. Structural change detection via penalized regression.

Degree: PhD, Statistics, 2018, University of Iowa

  This dissertation research addresses how to detect structural changes in stochastic linear models. By introducing a special structure to the design matrix, we convert… (more)

Subjects/Keywords: Changed variables; Change points; MDL; model; Structural change; Statistics and Probability

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

APA (6th Edition):

Wang, B. (2018). Structural change detection via penalized regression. (Doctoral Dissertation). University of Iowa. Retrieved from https://ir.uiowa.edu/etd/6520

Chicago Manual of Style (16th Edition):

Wang, Bo. “Structural change detection via penalized regression.” 2018. Doctoral Dissertation, University of Iowa. Accessed January 23, 2020. https://ir.uiowa.edu/etd/6520.

MLA Handbook (7th Edition):

Wang, Bo. “Structural change detection via penalized regression.” 2018. Web. 23 Jan 2020.

Vancouver:

Wang B. Structural change detection via penalized regression. [Internet] [Doctoral dissertation]. University of Iowa; 2018. [cited 2020 Jan 23]. Available from: https://ir.uiowa.edu/etd/6520.

Council of Science Editors:

Wang B. Structural change detection via penalized regression. [Doctoral Dissertation]. University of Iowa; 2018. Available from: https://ir.uiowa.edu/etd/6520


University of Arkansas

27. Desrochers, Clovis. Effect of Column Axial Load on Skewed SMF RBS Connection Demands.

Degree: MSCE, 2017, University of Arkansas

  Steel buildings in high seismic areas often require special structural systems to transfer large lateral forces induced by earthquake accelerations. The selection of an… (more)

Subjects/Keywords: Applied sciences; Column axial load; Moment frame connections; Out-of-plane skew; Reduced beam section connections; 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):

Desrochers, C. (2017). Effect of Column Axial Load on Skewed SMF RBS Connection Demands. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/1886

Chicago Manual of Style (16th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Masters Thesis, University of Arkansas. Accessed January 23, 2020. https://scholarworks.uark.edu/etd/1886.

MLA Handbook (7th Edition):

Desrochers, Clovis. “Effect of Column Axial Load on Skewed SMF RBS Connection Demands.” 2017. Web. 23 Jan 2020.

Vancouver:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Internet] [Masters thesis]. University of Arkansas; 2017. [cited 2020 Jan 23]. Available from: https://scholarworks.uark.edu/etd/1886.

Council of Science Editors:

Desrochers C. Effect of Column Axial Load on Skewed SMF RBS Connection Demands. [Masters Thesis]. University of Arkansas; 2017. Available from: https://scholarworks.uark.edu/etd/1886

28. Barbosa, Leonardo Castanho. Análise de ligações de estruturas pré-fabricadas.

Degree: 2017, Instituto Politécnico do Porto

A utilização do sistema construtivo de elementos pré-fabricados vem se mostrando a melhor solução na atual busca do mercado pela racionalização de prazos e sustentabilidade.… (more)

Subjects/Keywords: Pré-fabricados; Ligações estruturais; Rapidez; Economia; Viabilidade; Prefabricated; Structural connections; Quickness; Economy; Viability; Construções

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APA (6th Edition):

Barbosa, L. C. (2017). Análise de ligações de estruturas pré-fabricadas. (Thesis). Instituto Politécnico do Porto. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10517

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):

Barbosa, Leonardo Castanho. “Análise de ligações de estruturas pré-fabricadas.” 2017. Thesis, Instituto Politécnico do Porto. Accessed January 23, 2020. https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10517.

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

MLA Handbook (7th Edition):

Barbosa, Leonardo Castanho. “Análise de ligações de estruturas pré-fabricadas.” 2017. Web. 23 Jan 2020.

Vancouver:

Barbosa LC. Análise de ligações de estruturas pré-fabricadas. [Internet] [Thesis]. Instituto Politécnico do Porto; 2017. [cited 2020 Jan 23]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10517.

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

Council of Science Editors:

Barbosa LC. Análise de ligações de estruturas pré-fabricadas. [Thesis]. Instituto Politécnico do Porto; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:recipp.ipp.pt:10400.22/10517

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


Lehigh University

29. Artmont, Frank A. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.

Degree: PhD, Structural Engineering, 2017, Lehigh University

 Single support bar (SSB) modular bridge joint systems (MBJS) are exceedingly being used for accommodating thermal movements in medium and long span bridges exceeding 27… (more)

Subjects/Keywords: bolted connections; fatigue; modular bridge expansion joint systems; single support bar systems; structural dynamics; Structural Engineering

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

APA (6th Edition):

Artmont, F. A. (2017). Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. (Doctoral Dissertation). Lehigh University. Retrieved from https://preserve.lehigh.edu/etd/2939

Chicago Manual of Style (16th Edition):

Artmont, Frank A. “Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.” 2017. Doctoral Dissertation, Lehigh University. Accessed January 23, 2020. https://preserve.lehigh.edu/etd/2939.

MLA Handbook (7th Edition):

Artmont, Frank A. “Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems.” 2017. Web. 23 Jan 2020.

Vancouver:

Artmont FA. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. [Internet] [Doctoral dissertation]. Lehigh University; 2017. [cited 2020 Jan 23]. Available from: https://preserve.lehigh.edu/etd/2939.

Council of Science Editors:

Artmont FA. Evaluation of the Fatigue Performance and Dynamic Behavior of Single Support Bar Modular Bridge Expansion Joint Systems. [Doctoral Dissertation]. Lehigh University; 2017. Available from: https://preserve.lehigh.edu/etd/2939


Iowa State University

30. Vander Werff, Justin R. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.

Degree: 2014, Iowa State University

 Accelerated bridge construction (ABC) is increasingly desired and needed, due to the aging transportation infrastructure across the United States and the always-growing demand placed on… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; accelerated bridge construction; connections; integral bridges; load distribution; precast; seismic; Civil Engineering

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

APA (6th Edition):

Vander Werff, J. R. (2014). Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14244

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):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Thesis, Iowa State University. Accessed January 23, 2020. https://lib.dr.iastate.edu/etd/14244.

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

MLA Handbook (7th Edition):

Vander Werff, Justin R. “Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions.” 2014. Web. 23 Jan 2020.

Vancouver:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Internet] [Thesis]. Iowa State University; 2014. [cited 2020 Jan 23]. Available from: https://lib.dr.iastate.edu/etd/14244.

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

Council of Science Editors:

Vander Werff JR. Integral precast girder-to-cap connections for accelerated bridge construction in seismic regions. [Thesis]. Iowa State University; 2014. Available from: https://lib.dr.iastate.edu/etd/14244

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

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