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You searched for subject:(bolt connections). Showing records 1 – 9 of 9 total matches.

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1. Xin, Chen. Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究.

Degree: 博士(工学), 2017, Kyushu Institute of Technology / 九州工業大学

九州工業大学博士学位論文 学位記番号:工博甲第407号 学位授与年月日:平成27年12月25日

1 Introduction|2 Literature review on the special bolt-nut connection|3 Effect of pitch difference on the fatigue life improvement|4 Effect of pitch difference on the anti-loosening performance|5 The mechanism of fatigue life improvement|6 Conclusions and future research

平成27年度

Advisors/Committee Members: 水垣, 善夫.

Subjects/Keywords: Bolt-nut connections; Pitch difference; Anti-loosening; Fatigue life; Finite element method

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APA (6th Edition):

Xin, C. (2017). Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究. (Thesis). Kyushu Institute of Technology / 九州工業大学. Retrieved from http://hdl.handle.net/10228/5590

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):

Xin, Chen. “Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究.” 2017. Thesis, Kyushu Institute of Technology / 九州工業大学. Accessed August 14, 2020. http://hdl.handle.net/10228/5590.

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

MLA Handbook (7th Edition):

Xin, Chen. “Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究.” 2017. Web. 14 Aug 2020.

Vancouver:

Xin C. Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究. [Internet] [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/10228/5590.

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

Council of Science Editors:

Xin C. Analytical and Experimental Study on Anti-Loosening Performance and Fatigue Life Improvement for Bolt-Nut ConnectionsHaving Slight Pitch Difference : ピッチ差を有するボルト・ナット締結体における緩み止めと強度に関する解析的及び実験的研究. [Thesis]. Kyushu Institute of Technology / 九州工業大学; 2017. Available from: http://hdl.handle.net/10228/5590

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


Virginia Tech

2. Karsu, Burak. The load deformation response of single bolt connections.

Degree: MS, Civil Engineering, 1995, Virginia Tech

 Sophisticated design techniques such as partially restrained connections need detail information on the load-deformation response of bolted connections. The behavior of single bolt, single shear… (more)

Subjects/Keywords: bolt connections; LD5655.V855 1995.K377

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APA (6th Edition):

Karsu, B. (1995). The load deformation response of single bolt connections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40751

Chicago Manual of Style (16th Edition):

Karsu, Burak. “The load deformation response of single bolt connections.” 1995. Masters Thesis, Virginia Tech. Accessed August 14, 2020. http://hdl.handle.net/10919/40751.

MLA Handbook (7th Edition):

Karsu, Burak. “The load deformation response of single bolt connections.” 1995. Web. 14 Aug 2020.

Vancouver:

Karsu B. The load deformation response of single bolt connections. [Internet] [Masters thesis]. Virginia Tech; 1995. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/10919/40751.

Council of Science Editors:

Karsu B. The load deformation response of single bolt connections. [Masters Thesis]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/40751


University of Akron

3. Tinl, Nicholas E. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.

Degree: MSin Engineering, Civil Engineering, 2011, University of Akron

 Bolted connections are one of the most common methods by which loadsare transmitted between metal structural elements. Because of this, being able to predict the… (more)

Subjects/Keywords: Aerospace Materials; Civil Engineering; Mechanical Engineering; Mechanics; titanium alloy; aluminum alloy; bolt bearing behavior; bolted connections; tear-out failure

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APA (6th Edition):

Tinl, N. E. (2011). An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214

Chicago Manual of Style (16th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Masters Thesis, University of Akron. Accessed August 14, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

MLA Handbook (7th Edition):

Tinl, Nicholas E. “An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys.” 2011. Web. 14 Aug 2020.

Vancouver:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Internet] [Masters thesis]. University of Akron; 2011. [cited 2020 Aug 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214.

Council of Science Editors:

Tinl NE. An Investigation of the Bearing Strength of Bolted Connections in Aluminum and Titanium Alloys. [Masters Thesis]. University of Akron; 2011. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1322506214


Virginia Tech

4. Albright, Dustin Graham. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.

Degree: MS, Civil Engineering, 2006, Virginia Tech

 Much previous experimentation related to wood structures has employed monotonic loading to replicate static situations. However, instances of natural hazards have raised interest in the… (more)

Subjects/Keywords: reverse-cyclic loading; timber connections; single-shear; bolt spacing

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APA (6th Edition):

Albright, D. G. (2006). The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34324

Chicago Manual of Style (16th Edition):

Albright, Dustin Graham. “The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.” 2006. Masters Thesis, Virginia Tech. Accessed August 14, 2020. http://hdl.handle.net/10919/34324.

MLA Handbook (7th Edition):

Albright, Dustin Graham. “The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading.” 2006. Web. 14 Aug 2020.

Vancouver:

Albright DG. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. [Internet] [Masters thesis]. Virginia Tech; 2006. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/10919/34324.

Council of Science Editors:

Albright DG. The Effects of Bolt Spacing on the Performance of Single-Shear Timber Connections Under Reverse-Cyclic Loading. [Masters Thesis]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/34324


University of Illinois – Chicago

5. Tasbahji, Tayseer. Rotational Ductility of Extended Shear Tab Connections.

Degree: 2018, University of Illinois – Chicago

 By AISC Specifications, simple shear connections of beams shall be designed to resist the required shear strength and allow the connected member to accommodate flexible… (more)

Subjects/Keywords: Simple connections; extended shear tab; flexible support; multiple bolt columns; rotational ductility; web mechanism failure; ABAQUS

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APA (6th Edition):

Tasbahji, T. (2018). Rotational Ductility of Extended Shear Tab Connections. (Thesis). University of Illinois – Chicago. Retrieved from http://hdl.handle.net/10027/23292

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):

Tasbahji, Tayseer. “Rotational Ductility of Extended Shear Tab Connections.” 2018. Thesis, University of Illinois – Chicago. Accessed August 14, 2020. http://hdl.handle.net/10027/23292.

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

MLA Handbook (7th Edition):

Tasbahji, Tayseer. “Rotational Ductility of Extended Shear Tab Connections.” 2018. Web. 14 Aug 2020.

Vancouver:

Tasbahji T. Rotational Ductility of Extended Shear Tab Connections. [Internet] [Thesis]. University of Illinois – Chicago; 2018. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/10027/23292.

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

Council of Science Editors:

Tasbahji T. Rotational Ductility of Extended Shear Tab Connections. [Thesis]. University of Illinois – Chicago; 2018. Available from: http://hdl.handle.net/10027/23292

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

6. Pascual Pastor, Ana María. Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension .

Degree: 2015, Universitat Politècnica de València

 [EN] Concrete filled steel tubular columns have many advantages in terms of bearing capacity, aesthetics, execution and fire resistance, thanks to the collaborative work of… (more)

Subjects/Keywords: Blind-bolt; Concrete filled tubes; Finite Element Method; Thermal analysis; Anchored extensions; Moment-resisting connections; Thermo-mechanical simulation; Eurocode 3; Fire resistant steel.

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APA (6th Edition):

Pascual Pastor, A. M. (2015). Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension . (Doctoral Dissertation). Universitat Politècnica de València. Retrieved from http://hdl.handle.net/10251/53240

Chicago Manual of Style (16th Edition):

Pascual Pastor, Ana María. “Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension .” 2015. Doctoral Dissertation, Universitat Politècnica de València. Accessed August 14, 2020. http://hdl.handle.net/10251/53240.

MLA Handbook (7th Edition):

Pascual Pastor, Ana María. “Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension .” 2015. Web. 14 Aug 2020.

Vancouver:

Pascual Pastor AM. Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension . [Internet] [Doctoral dissertation]. Universitat Politècnica de València; 2015. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/10251/53240.

Council of Science Editors:

Pascual Pastor AM. Fire behaviour of blind-bolted connections to concrete filled tubular columns under tension . [Doctoral Dissertation]. Universitat Politècnica de València; 2015. Available from: http://hdl.handle.net/10251/53240


Brno University of Technology

7. Buchta, Vojtěch. Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building.

Degree: 2019, Brno University of Technology

 The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of… (more)

Subjects/Keywords: Nosná ocelová konstrukce; kloub; ztužidla; rám; technologický objekt; statický výpočet; šroubové spoje; opláštění; load-bearing steel structure; joint; bracing; frame; technological building; static calculation; bolt connections; cladding

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APA (6th Edition):

Buchta, V. (2019). Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/70407

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):

Buchta, Vojtěch. “Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building.” 2019. Thesis, Brno University of Technology. Accessed August 14, 2020. http://hdl.handle.net/11012/70407.

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

MLA Handbook (7th Edition):

Buchta, Vojtěch. “Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building.” 2019. Web. 14 Aug 2020.

Vancouver:

Buchta V. Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/11012/70407.

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

Council of Science Editors:

Buchta V. Ocelový skelet průmyslového objektu: Steel Structure of Industrial Building. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/70407

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


University of Cincinnati

8. ZHOU, FENGFENG. MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS.

Degree: PhD, Engineering : Civil Engineering, 2005, University of Cincinnati

 A three-dimensional finite element model is developed to simulate the behavior of eight-bolt stiffened endplate connections. The model may be set to include only the… (more)

Subjects/Keywords: Engineering, Civil; 8-bolt stiffened endplate connection; finite element; moment-rotation behavior; frame analysis; 3-parameter power model; rigid versus semi-rigid connections

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APA (6th Edition):

ZHOU, F. (2005). MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS. (Doctoral Dissertation). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1119316578

Chicago Manual of Style (16th Edition):

ZHOU, FENGFENG. “MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS.” 2005. Doctoral Dissertation, University of Cincinnati. Accessed August 14, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1119316578.

MLA Handbook (7th Edition):

ZHOU, FENGFENG. “MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS.” 2005. Web. 14 Aug 2020.

Vancouver:

ZHOU F. MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS. [Internet] [Doctoral dissertation]. University of Cincinnati; 2005. [cited 2020 Aug 14]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1119316578.

Council of Science Editors:

ZHOU F. MODEL-BASED SIMULATION OF STEEL FRAMES WITH ENDPLATE CONNECTIONS. [Doctoral Dissertation]. University of Cincinnati; 2005. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1119316578

9. Oktavianus, Yusak. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.

Degree: 2017, University of Melbourne

 When used as columns, Concrete-Filled Circular Hollow Sections (CFCHS) offer excellent strength, stiffness, and ductility in addition to an attractive appearance. There is also a… (more)

Subjects/Keywords: Single and double headed anchored blind bolt; beam to column connections; concrete filled circular hollow section column; energy dissipation; replaceable buckling restrained fuses; moment-resisting frame

…19 2.3. Important characteristics of steel beam-column connections… …37 2.5.3. Lindapter Hollo-bolt… …50 2.7. Development of low-damage connections… …80 Chapter 3 Individual blind bolt within CFCHS: experimental work and finite element… …158 4.3. Tensile behaviour of the blind bolt shank… 

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

APA (6th Edition):

Oktavianus, Y. (2017). Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. (Doctoral Dissertation). University of Melbourne. Retrieved from http://hdl.handle.net/11343/191655

Chicago Manual of Style (16th Edition):

Oktavianus, Yusak. “Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.” 2017. Doctoral Dissertation, University of Melbourne. Accessed August 14, 2020. http://hdl.handle.net/11343/191655.

MLA Handbook (7th Edition):

Oktavianus, Yusak. “Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions.” 2017. Web. 14 Aug 2020.

Vancouver:

Oktavianus Y. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. [Internet] [Doctoral dissertation]. University of Melbourne; 2017. [cited 2020 Aug 14]. Available from: http://hdl.handle.net/11343/191655.

Council of Science Editors:

Oktavianus Y. Blind bolted moment connections to concrete-filled circular hollow section (CFCHS) columns for high seismic regions. [Doctoral Dissertation]. University of Melbourne; 2017. Available from: http://hdl.handle.net/11343/191655

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