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You searched for subject:(Steel structures). Showing records 1 – 30 of 336 total matches.

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1. JANSSENS, VICTORIA MARIA. Modelling Progressive Collapse in Steel Structures.

Degree: 2012, RIAN

 The partial collapse of the Ronan Point apartment tower in 1968 was a pivotal event with regard to the way structural engineers considered progressive collapse.… (more)

Subjects/Keywords: Steel structures

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

APA (6th Edition):

JANSSENS, V. M. (2012). Modelling Progressive Collapse in Steel Structures. (Thesis). RIAN. Retrieved from http://hdl.handle.net/2262/66977

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):

JANSSENS, VICTORIA MARIA. “Modelling Progressive Collapse in Steel Structures.” 2012. Thesis, RIAN. Accessed March 30, 2020. http://hdl.handle.net/2262/66977.

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

MLA Handbook (7th Edition):

JANSSENS, VICTORIA MARIA. “Modelling Progressive Collapse in Steel Structures.” 2012. Web. 30 Mar 2020.

Vancouver:

JANSSENS VM. Modelling Progressive Collapse in Steel Structures. [Internet] [Thesis]. RIAN; 2012. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/2262/66977.

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

Council of Science Editors:

JANSSENS VM. Modelling Progressive Collapse in Steel Structures. [Thesis]. RIAN; 2012. Available from: http://hdl.handle.net/2262/66977

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


University of Hong Kong

2. 李海汀; Li, Haiting. Behaviour and design of tubular structural members under concentrated bearing loads.

Degree: PhD, 2017, University of Hong Kong

 Tubular steel sections have been widely used in a variety of structural applications such as buildings, bridges, roof systems, offshore platforms and other applications. Vibrant… (more)

Subjects/Keywords: Tubular steel structures

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APA (6th Edition):

李海汀; Li, H. (2017). Behaviour and design of tubular structural members under concentrated bearing loads. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/250798

Chicago Manual of Style (16th Edition):

李海汀; Li, Haiting. “Behaviour and design of tubular structural members under concentrated bearing loads.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed March 30, 2020. http://hdl.handle.net/10722/250798.

MLA Handbook (7th Edition):

李海汀; Li, Haiting. “Behaviour and design of tubular structural members under concentrated bearing loads.” 2017. Web. 30 Mar 2020.

Vancouver:

李海汀; Li H. Behaviour and design of tubular structural members under concentrated bearing loads. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/10722/250798.

Council of Science Editors:

李海汀; Li H. Behaviour and design of tubular structural members under concentrated bearing loads. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/250798


University of Sydney

3. Rasmussen, Kim. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .

Degree: 2017, University of Sydney

 This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal… (more)

Subjects/Keywords: structural stability; structural systems; structural design; steel structures; cold-formed steel structures; stainless steel structures

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APA (6th Edition):

Rasmussen, K. (2017). STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/18194

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):

Rasmussen, Kim. “STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .” 2017. Thesis, University of Sydney. Accessed March 30, 2020. http://hdl.handle.net/2123/18194.

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

MLA Handbook (7th Edition):

Rasmussen, Kim. “STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS .” 2017. Web. 30 Mar 2020.

Vancouver:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Internet] [Thesis]. University of Sydney; 2017. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/2123/18194.

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

Council of Science Editors:

Rasmussen K. STABILITY OF THIN-WALLED STRUCTURAL MEMBERS AND SYSTEMS . [Thesis]. University of Sydney; 2017. Available from: http://hdl.handle.net/2123/18194

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


University of Akron

4. Gowda, Sunil. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.

Degree: PhD, Civil Engineering, 2016, University of Akron

 Corrosion is a naturally occurring process which under favorable environmental conditions, causes deterioration of metals when exposed to corrosive environment for an extended period of… (more)

Subjects/Keywords: Civil Engineering; Corrosion; steel structures

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APA (6th Edition):

Gowda, S. (2016). MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207

Chicago Manual of Style (16th Edition):

Gowda, Sunil. “MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.” 2016. Doctoral Dissertation, University of Akron. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207.

MLA Handbook (7th Edition):

Gowda, Sunil. “MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES.” 2016. Web. 30 Mar 2020.

Vancouver:

Gowda S. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207.

Council of Science Editors:

Gowda S. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. [Doctoral Dissertation]. University of Akron; 2016. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1469007207


University of Hong Kong

5. Islam, S. M. Zahurul. Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer.

Degree: PhD, 2012, University of Hong Kong

 Strengthening of aluminium and stainless steel structural tubular sections using adhesive bonded fibre-reinforced polymer (FRP) subjected to web crippling has been investigated. Aluminium and stainless… (more)

Subjects/Keywords: Tubular steel structures.; Fiber-reinforced plastics.

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APA (6th Edition):

Islam, S. M. Z. (2012). Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. (Doctoral Dissertation). University of Hong Kong. Retrieved from Islam, S. M. Z.. (2012). Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4775286 ; http://dx.doi.org/10.5353/th_b4775286 ; http://hdl.handle.net/10722/174466

Chicago Manual of Style (16th Edition):

Islam, S M Zahurul. “Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer.” 2012. Doctoral Dissertation, University of Hong Kong. Accessed March 30, 2020. Islam, S. M. Z.. (2012). Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4775286 ; http://dx.doi.org/10.5353/th_b4775286 ; http://hdl.handle.net/10722/174466.

MLA Handbook (7th Edition):

Islam, S M Zahurul. “Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer.” 2012. Web. 30 Mar 2020.

Vancouver:

Islam SMZ. Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. [Internet] [Doctoral dissertation]. University of Hong Kong; 2012. [cited 2020 Mar 30]. Available from: Islam, S. M. Z.. (2012). Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4775286 ; http://dx.doi.org/10.5353/th_b4775286 ; http://hdl.handle.net/10722/174466.

Council of Science Editors:

Islam SMZ. Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. [Doctoral Dissertation]. University of Hong Kong; 2012. Available from: Islam, S. M. Z.. (2012). Strengthening of aluminium and stainless steel tubular sections with fibre-reinforced polymer. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4775286 ; http://dx.doi.org/10.5353/th_b4775286 ; http://hdl.handle.net/10722/174466


University of Hong Kong

6. Luo, Lie. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.

Degree: M. Phil., 2012, University of Hong Kong

This thesis proposes two forms of external confinement for concrete filled steel tubular (CFST) columns. The confinement efficiency is studied by examining the axial strength… (more)

Subjects/Keywords: Reinforced concrete construction.; Tubular steel structures.

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APA (6th Edition):

Luo, L. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Masters Thesis). University of Hong Kong. Retrieved from Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493

Chicago Manual of Style (16th Edition):

Luo, Lie. “Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.” 2012. Masters Thesis, University of Hong Kong. Accessed March 30, 2020. Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493.

MLA Handbook (7th Edition):

Luo, Lie. “Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement.” 2012. Web. 30 Mar 2020.

Vancouver:

Luo L. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. [Internet] [Masters thesis]. University of Hong Kong; 2012. [cited 2020 Mar 30]. Available from: Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493.

Council of Science Editors:

Luo L. Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. [Masters Thesis]. University of Hong Kong; 2012. Available from: Luo, L. [罗冽]. (2012). Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4961821 ; http://dx.doi.org/10.5353/th_b4961821 ; http://hdl.handle.net/10722/181493


Queensland University of Technology

7. Gunawan, Leonardus. Numerical models to simulate the thermal performance of LSF wall panels.

Degree: 2011, Queensland University of Technology

 Fire safety of buildings has been recognised as very important by the building industry and the community at large. Gypsum plasterboards are widely used to… (more)

Subjects/Keywords: light gauge cold-formed steel frame structures

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APA (6th Edition):

Gunawan, L. (2011). Numerical models to simulate the thermal performance of LSF wall panels. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/49856/

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):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Thesis, Queensland University of Technology. Accessed March 30, 2020. https://eprints.qut.edu.au/49856/.

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

MLA Handbook (7th Edition):

Gunawan, Leonardus. “Numerical models to simulate the thermal performance of LSF wall panels.” 2011. Web. 30 Mar 2020.

Vancouver:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Internet] [Thesis]. Queensland University of Technology; 2011. [cited 2020 Mar 30]. Available from: https://eprints.qut.edu.au/49856/.

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

Council of Science Editors:

Gunawan L. Numerical models to simulate the thermal performance of LSF wall panels. [Thesis]. Queensland University of Technology; 2011. Available from: https://eprints.qut.edu.au/49856/

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


Delft University of Technology

8. Dratsas, P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.

Degree: 2016, Delft University of Technology

 The high levels of wind and wave loads on offshore structures make fatigue analysis a significant parameter that has to be taken into consideration throughout… (more)

Subjects/Keywords: steel structures; fatigue; fracture mechanics; overloads

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APA (6th Edition):

Dratsas, P. (2016). Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99

Chicago Manual of Style (16th Edition):

Dratsas, P. “Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.” 2016. Masters Thesis, Delft University of Technology. Accessed March 30, 2020. http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99.

MLA Handbook (7th Edition):

Dratsas, P. “Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:.” 2016. Web. 30 Mar 2020.

Vancouver:

Dratsas P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2020 Mar 30]. Available from: http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99.

Council of Science Editors:

Dratsas P. Prediction of Fatigue Crack Growth behaviour of tubular joints used in offshore structures:. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:b626fc12-de40-44ab-bb94-5c68f299cd99


Georgia Tech

9. Lokhande, Ajinkya. Improved characterization of the flexural and axial compressive resistance of welded steel box-section members.

Degree: PhD, Civil and Environmental Engineering, 2018, Georgia Tech

 The various existing methods for design of welded steel box-section members have major drawbacks with respect to their ability to represent the limit state responses,… (more)

Subjects/Keywords: Steel structures; Structural stability; Welded box-sections

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APA (6th Edition):

Lokhande, A. (2018). Improved characterization of the flexural and axial compressive resistance of welded steel box-section members. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/60261

Chicago Manual of Style (16th Edition):

Lokhande, Ajinkya. “Improved characterization of the flexural and axial compressive resistance of welded steel box-section members.” 2018. Doctoral Dissertation, Georgia Tech. Accessed March 30, 2020. http://hdl.handle.net/1853/60261.

MLA Handbook (7th Edition):

Lokhande, Ajinkya. “Improved characterization of the flexural and axial compressive resistance of welded steel box-section members.” 2018. Web. 30 Mar 2020.

Vancouver:

Lokhande A. Improved characterization of the flexural and axial compressive resistance of welded steel box-section members. [Internet] [Doctoral dissertation]. Georgia Tech; 2018. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/1853/60261.

Council of Science Editors:

Lokhande A. Improved characterization of the flexural and axial compressive resistance of welded steel box-section members. [Doctoral Dissertation]. Georgia Tech; 2018. Available from: http://hdl.handle.net/1853/60261


University of Hong Kong

10. 陈满泰; Chen, Mantai. Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members.

Degree: PhD, 2017, University of Hong Kong

 Tubular members have gained popularity in recent years, particularly for exposed steelwork for aesthetic purposes. The closed nature of tubular sections brings quantities of merits… (more)

Subjects/Keywords: Tubular steel structures; Steel, High strength - Cold working

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APA (6th Edition):

陈满泰; Chen, M. (2017). Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/250773

Chicago Manual of Style (16th Edition):

陈满泰; Chen, Mantai. “Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed March 30, 2020. http://hdl.handle.net/10722/250773.

MLA Handbook (7th Edition):

陈满泰; Chen, Mantai. “Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members.” 2017. Web. 30 Mar 2020.

Vancouver:

陈满泰; Chen M. Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/10722/250773.

Council of Science Editors:

陈满泰; Chen M. Behavior and design of cold-formed steel elliptical and semi-oval hollow sections structural members. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/250773


University of Hong Kong

11. Li, Lianghao. Structural performance of concrete-filled cold-formed stainless steel members.

Degree: PhD, 2017, University of Hong Kong

 The structural performance of concrete-filled cold-formed stainless steel members has been investigated in this study. The current design rules for concrete-filled steel tubular members are… (more)

Subjects/Keywords: Cold working - Stainless steel; Concrete-filled tubes; Tubular steel structures

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APA (6th Edition):

Li, L. (2017). Structural performance of concrete-filled cold-formed stainless steel members. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/250794

Chicago Manual of Style (16th Edition):

Li, Lianghao. “Structural performance of concrete-filled cold-formed stainless steel members.” 2017. Doctoral Dissertation, University of Hong Kong. Accessed March 30, 2020. http://hdl.handle.net/10722/250794.

MLA Handbook (7th Edition):

Li, Lianghao. “Structural performance of concrete-filled cold-formed stainless steel members.” 2017. Web. 30 Mar 2020.

Vancouver:

Li L. Structural performance of concrete-filled cold-formed stainless steel members. [Internet] [Doctoral dissertation]. University of Hong Kong; 2017. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/10722/250794.

Council of Science Editors:

Li L. Structural performance of concrete-filled cold-formed stainless steel members. [Doctoral Dissertation]. University of Hong Kong; 2017. Available from: http://hdl.handle.net/10722/250794


University of Hong Kong

12. 馬嘉麟; Ma, Jialin. Behaviour and design of cold-formed high strength steel tubular members.

Degree: PhD, 2016, University of Hong Kong

Steel is categorised into mild steel and high strength steel according to the material strengths. The material properties of high strength steel usually cannot be… (more)

Subjects/Keywords: Steel, High strength - Cold working; Tubular steel structures

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APA (6th Edition):

馬嘉麟; Ma, J. (2016). Behaviour and design of cold-formed high strength steel tubular members. (Doctoral Dissertation). University of Hong Kong. Retrieved from http://hdl.handle.net/10722/235900

Chicago Manual of Style (16th Edition):

馬嘉麟; Ma, Jialin. “Behaviour and design of cold-formed high strength steel tubular members.” 2016. Doctoral Dissertation, University of Hong Kong. Accessed March 30, 2020. http://hdl.handle.net/10722/235900.

MLA Handbook (7th Edition):

馬嘉麟; Ma, Jialin. “Behaviour and design of cold-formed high strength steel tubular members.” 2016. Web. 30 Mar 2020.

Vancouver:

馬嘉麟; Ma J. Behaviour and design of cold-formed high strength steel tubular members. [Internet] [Doctoral dissertation]. University of Hong Kong; 2016. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/10722/235900.

Council of Science Editors:

馬嘉麟; Ma J. Behaviour and design of cold-formed high strength steel tubular members. [Doctoral Dissertation]. University of Hong Kong; 2016. Available from: http://hdl.handle.net/10722/235900


University of Hong Kong

13. 董春宵; Dong, Chunxiao. Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement.

Degree: M. Phil., 2013, University of Hong Kong

This thesis studies the uni-axial behaviour of circular double-skinned concrete-filled-steel-tubular (CFST) columns with external confinement in form of external steel rings. Particular attention is paid… (more)

Subjects/Keywords: Columns, Concrete; Columns, Iron and steel; Tubular steel structures

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APA (6th Edition):

董春宵; Dong, C. (2013). Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. (Masters Thesis). University of Hong Kong. Retrieved from Dong, C. [董春宵]. (2013). Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153729 ; http://dx.doi.org/10.5353/th_b5153729 ; http://hdl.handle.net/10722/195975

Chicago Manual of Style (16th Edition):

董春宵; Dong, Chunxiao. “Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement.” 2013. Masters Thesis, University of Hong Kong. Accessed March 30, 2020. Dong, C. [董春宵]. (2013). Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153729 ; http://dx.doi.org/10.5353/th_b5153729 ; http://hdl.handle.net/10722/195975.

MLA Handbook (7th Edition):

董春宵; Dong, Chunxiao. “Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement.” 2013. Web. 30 Mar 2020.

Vancouver:

董春宵; Dong C. Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. [Internet] [Masters thesis]. University of Hong Kong; 2013. [cited 2020 Mar 30]. Available from: Dong, C. [董春宵]. (2013). Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153729 ; http://dx.doi.org/10.5353/th_b5153729 ; http://hdl.handle.net/10722/195975.

Council of Science Editors:

董春宵; Dong C. Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. [Masters Thesis]. University of Hong Kong; 2013. Available from: Dong, C. [董春宵]. (2013). Uni-axial behaviour of concrete-filled-steel-tubular columns with external confinement. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b5153729 ; http://dx.doi.org/10.5353/th_b5153729 ; http://hdl.handle.net/10722/195975


Anna University

14. Lakshmikandhan K N. Advanced studies on steel and steel Concrete composite space Structures;.

Degree: Advanced studies on steel and steel Concrete composite space Structures, 2015, Anna University

Space frame structures are well known in the building industry newlinewhich gives an effective solution to cover the large areas with few or no newlineintermittent… (more)

Subjects/Keywords: Civil engineering; composite space Structures; steel and steel Concrete

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APA (6th Edition):

N, L. K. (2015). Advanced studies on steel and steel Concrete composite space Structures;. (Thesis). Anna University. Retrieved from http://shodhganga.inflibnet.ac.in/handle/10603/42691

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):

N, Lakshmikandhan K. “Advanced studies on steel and steel Concrete composite space Structures;.” 2015. Thesis, Anna University. Accessed March 30, 2020. http://shodhganga.inflibnet.ac.in/handle/10603/42691.

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

MLA Handbook (7th Edition):

N, Lakshmikandhan K. “Advanced studies on steel and steel Concrete composite space Structures;.” 2015. Web. 30 Mar 2020.

Vancouver:

N LK. Advanced studies on steel and steel Concrete composite space Structures;. [Internet] [Thesis]. Anna University; 2015. [cited 2020 Mar 30]. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/42691.

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

Council of Science Editors:

N LK. Advanced studies on steel and steel Concrete composite space Structures;. [Thesis]. Anna University; 2015. Available from: http://shodhganga.inflibnet.ac.in/handle/10603/42691

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

15. Higaki, Bruno Eizo. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.

Degree: Mestrado, Estruturas, 2009, University of São Paulo

As vigas mistas de aço e concreto são elementos estruturais que resultam da associação de um perfil de aço laminado, formado a frio ou soldado,… (more)

Subjects/Keywords: Composite structures; Estrutura de aço; Estrutura mista; Frame; Pórtico; Steel structures

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APA (6th Edition):

Higaki, B. E. (2009). Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;

Chicago Manual of Style (16th Edition):

Higaki, Bruno Eizo. “Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.” 2009. Masters Thesis, University of São Paulo. Accessed March 30, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;.

MLA Handbook (7th Edition):

Higaki, Bruno Eizo. “Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo.” 2009. Web. 30 Mar 2020.

Vancouver:

Higaki BE. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2020 Mar 30]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;.

Council of Science Editors:

Higaki BE. Análise teórica e experimental de vigas mistas de aço e concreto e laje com vigotas pré-moldadas e lajotas cerâmicas em um pavimento tipo. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-03032010-085959/ ;

16. Salim Neto, Jamil José. Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios.

Degree: Mestrado, Engenharia de Construção Civil e Urbana, 2009, University of São Paulo

Este trabalho discute caminhos para tornar o projeto de detalhamento da armadura um indutor da melhoria da produtividade da mão-de-obra no serviço de armação. Uma… (more)

Subjects/Keywords: Edifícios; Estruturas de concreto armado; Productivity; Produtividade; Steel reinforced concrete structures; Steel reinforcement design

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APA (6th Edition):

Salim Neto, J. J. (2009). Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04112009-092418/ ;

Chicago Manual of Style (16th Edition):

Salim Neto, Jamil José. “Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios.” 2009. Masters Thesis, University of São Paulo. Accessed March 30, 2020. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04112009-092418/ ;.

MLA Handbook (7th Edition):

Salim Neto, Jamil José. “Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios.” 2009. Web. 30 Mar 2020.

Vancouver:

Salim Neto JJ. Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2020 Mar 30]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04112009-092418/ ;.

Council of Science Editors:

Salim Neto JJ. Diretrizes de projeto para melhorar a produtividade na montagem de componentes pré-cortados e pré-dobrados de aço para estruturas de concreto armado de edifícios. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04112009-092418/ ;


University of Alberta

17. Daneshvar, Hossein. One-sided Steel Shear Connections in Column Removal Scenario.

Degree: PhD, Department of Civil and Environmental Engineering, 2013, University of Alberta

 There are many design methodologies and philosophies intended to provide structural integrity or increase structural robustness, thereby making structures resistant to progressive collapse. However, there… (more)

Subjects/Keywords: column removal scenario; steel shear connections; robustness; progressive collapse; steel structures; finite element analysis

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APA (6th Edition):

Daneshvar, H. (2013). One-sided Steel Shear Connections in Column Removal Scenario. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/d791sh59q

Chicago Manual of Style (16th Edition):

Daneshvar, Hossein. “One-sided Steel Shear Connections in Column Removal Scenario.” 2013. Doctoral Dissertation, University of Alberta. Accessed March 30, 2020. https://era.library.ualberta.ca/files/d791sh59q.

MLA Handbook (7th Edition):

Daneshvar, Hossein. “One-sided Steel Shear Connections in Column Removal Scenario.” 2013. Web. 30 Mar 2020.

Vancouver:

Daneshvar H. One-sided Steel Shear Connections in Column Removal Scenario. [Internet] [Doctoral dissertation]. University of Alberta; 2013. [cited 2020 Mar 30]. Available from: https://era.library.ualberta.ca/files/d791sh59q.

Council of Science Editors:

Daneshvar H. One-sided Steel Shear Connections in Column Removal Scenario. [Doctoral Dissertation]. University of Alberta; 2013. Available from: https://era.library.ualberta.ca/files/d791sh59q


University of Alberta

18. MacPhedran, Ian James. Frame stability considering member interaction and compatibility of warping deformations.

Degree: PhD, Department of Civil and Environmental Engineering, 2009, University of Alberta

Steel moment frames are often used in structures to provide lateral strength and stiffness to the structure. These frames are subject to failure modes including… (more)

Subjects/Keywords: structural design; structural stability; beam column; steel structures; steel frames; structural analysis; torsional warping

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APA (6th Edition):

MacPhedran, I. J. (2009). Frame stability considering member interaction and compatibility of warping deformations. (Doctoral Dissertation). University of Alberta. Retrieved from https://era.library.ualberta.ca/files/sb3979819

Chicago Manual of Style (16th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Doctoral Dissertation, University of Alberta. Accessed March 30, 2020. https://era.library.ualberta.ca/files/sb3979819.

MLA Handbook (7th Edition):

MacPhedran, Ian James. “Frame stability considering member interaction and compatibility of warping deformations.” 2009. Web. 30 Mar 2020.

Vancouver:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Internet] [Doctoral dissertation]. University of Alberta; 2009. [cited 2020 Mar 30]. Available from: https://era.library.ualberta.ca/files/sb3979819.

Council of Science Editors:

MacPhedran IJ. Frame stability considering member interaction and compatibility of warping deformations. [Doctoral Dissertation]. University of Alberta; 2009. Available from: https://era.library.ualberta.ca/files/sb3979819


Dalhousie University

19. Clarke, Justin. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.

Degree: Master of Applied Science, Department of Civil Engineering, 2014, Dalhousie University

 The A. Murray MacKay Bridge is an aging structure which opened to traffic over 40 years ago. With many of our structures aging, the ability… (more)

Subjects/Keywords: Reliability analysis; Fatigue; Steel structures; Orthotropic steel plate deck; Structural health monitoring; Bridge; Evaluation

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APA (6th Edition):

Clarke, J. (2014). INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. (Masters Thesis). Dalhousie University. Retrieved from http://hdl.handle.net/10222/55989

Chicago Manual of Style (16th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Masters Thesis, Dalhousie University. Accessed March 30, 2020. http://hdl.handle.net/10222/55989.

MLA Handbook (7th Edition):

Clarke, Justin. “INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK.” 2014. Web. 30 Mar 2020.

Vancouver:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Internet] [Masters thesis]. Dalhousie University; 2014. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/10222/55989.

Council of Science Editors:

Clarke J. INVESTIGATING THE REMAINING FATIGUE RELIABILITY OF AN AGING ORTHOTROPIC STEEL PLATE DECK. [Masters Thesis]. Dalhousie University; 2014. Available from: http://hdl.handle.net/10222/55989


University of Adelaide

20. Tyagi, Vinay Kumar. Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi.

Degree: 2002, University of Adelaide

Subjects/Keywords: Steel, Structural Welding; Welded steel structures

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APA (6th Edition):

Tyagi, V. K. (2002). Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/21895

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):

Tyagi, Vinay Kumar. “Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi.” 2002. Thesis, University of Adelaide. Accessed March 30, 2020. http://hdl.handle.net/2440/21895.

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

MLA Handbook (7th Edition):

Tyagi, Vinay Kumar. “Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi.” 2002. Web. 30 Mar 2020.

Vancouver:

Tyagi VK. Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi. [Internet] [Thesis]. University of Adelaide; 2002. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/2440/21895.

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

Council of Science Editors:

Tyagi VK. Understanding the influence of alloy aditions on microstructure and mechanical properties of weld metal from gas-shielded processes / by Vinay K. Tyagi. [Thesis]. University of Adelaide; 2002. Available from: http://hdl.handle.net/2440/21895

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

21. Rivera, Francisco Garcia. Implementation of Metallic Profiles in Social Houses.

Degree: Engineering Science, 2018, University of Skövde

  This paper presents a metallic structural solution for communities with minor resources, which is able to adapt to the climatic conditions of La Guajira… (more)

Subjects/Keywords: Metallic Structures; Colombia; Structure Calculation; Steel Framing; Light Weight Steel Framing.; Mechanical Engineering; Maskinteknik

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APA (6th Edition):

Rivera, F. G. (2018). Implementation of Metallic Profiles in Social Houses. (Thesis). University of Skövde. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084

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):

Rivera, Francisco Garcia. “Implementation of Metallic Profiles in Social Houses.” 2018. Thesis, University of Skövde. Accessed March 30, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084.

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

MLA Handbook (7th Edition):

Rivera, Francisco Garcia. “Implementation of Metallic Profiles in Social Houses.” 2018. Web. 30 Mar 2020.

Vancouver:

Rivera FG. Implementation of Metallic Profiles in Social Houses. [Internet] [Thesis]. University of Skövde; 2018. [cited 2020 Mar 30]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084.

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

Council of Science Editors:

Rivera FG. Implementation of Metallic Profiles in Social Houses. [Thesis]. University of Skövde; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:his:diva-16084

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

22. Touboul, Mathieu. Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures.

Degree: Docteur es, Sciences et génie des matériaux, 2012, Paris, ENMP

Il s'agit dans ce travail de développer une démarche multiéchelles, afin d'identifier puis de modéliser le comportement mécanique d'un matériau à gradient de propriétés (un… (more)

Subjects/Keywords: Mesure de champs; Fluage; Acier P91; Structures soudées; Field measurement; Creep; Steel P91; Welded structures

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APA (6th Edition):

Touboul, M. (2012). Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures. (Doctoral Dissertation). Paris, ENMP. Retrieved from http://www.theses.fr/2012ENMP0075

Chicago Manual of Style (16th Edition):

Touboul, Mathieu. “Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures.” 2012. Doctoral Dissertation, Paris, ENMP. Accessed March 30, 2020. http://www.theses.fr/2012ENMP0075.

MLA Handbook (7th Edition):

Touboul, Mathieu. “Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures.” 2012. Web. 30 Mar 2020.

Vancouver:

Touboul M. Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures. [Internet] [Doctoral dissertation]. Paris, ENMP; 2012. [cited 2020 Mar 30]. Available from: http://www.theses.fr/2012ENMP0075.

Council of Science Editors:

Touboul M. Étude du comportement mécanique à chaud de l'acier P91 : vers la compréhension du rôle des mécanismes intra/intergranulaires sur la tenue en fluage. Application aux structures soudées : Study of high temperature mechanical behaviour of P91 steel : toward the understanding of intra/intergranular strain mechanism role on the creep strength. Application on welded structures. [Doctoral Dissertation]. Paris, ENMP; 2012. Available from: http://www.theses.fr/2012ENMP0075

23. Regobello, Ronaldo. Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio.

Degree: Mestrado, Estruturas, 2007, University of São Paulo

O presente trabalho teve como objetivo principal estudar, em caráter essencialmente numérico via ANSYS v9.0, a elevação de temperatura em seções transversais de elementos estruturais… (more)

Subjects/Keywords: Análise numérica; Análise térmica; Composite structures; Estruturas de aço; Estruturas mistas; Incêndio; Numerical analysis; Steel structures; Structures in fire; Thermal analysis

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APA (6th Edition):

Regobello, R. (2007). Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13042007-101042/ ;

Chicago Manual of Style (16th Edition):

Regobello, Ronaldo. “Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio.” 2007. Masters Thesis, University of São Paulo. Accessed March 30, 2020. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13042007-101042/ ;.

MLA Handbook (7th Edition):

Regobello, Ronaldo. “Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio.” 2007. Web. 30 Mar 2020.

Vancouver:

Regobello R. Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio. [Internet] [Masters thesis]. University of São Paulo; 2007. [cited 2020 Mar 30]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13042007-101042/ ;.

Council of Science Editors:

Regobello R. Análise numérica de seções transversais e de elementos estruturais de aço e mistos de aço e concreto em situação de incêndio. [Masters Thesis]. University of São Paulo; 2007. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-13042007-101042/ ;


University of Sheffield

24. Spyrou, Spyros. Development of a component based model of steel beam-to-column joints at elevated temperatures.

Degree: PhD, 2002, University of Sheffield

 The response of steel-framed structures to applied loading depends to a large degree on the behaviour of the joints between the columns and beams. Traditionally… (more)

Subjects/Keywords: 624; Steel framed structures

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APA (6th Edition):

Spyrou, S. (2002). Development of a component based model of steel beam-to-column joints at elevated temperatures. (Doctoral Dissertation). University of Sheffield. Retrieved from http://etheses.whiterose.ac.uk/12830/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.247247

Chicago Manual of Style (16th Edition):

Spyrou, Spyros. “Development of a component based model of steel beam-to-column joints at elevated temperatures.” 2002. Doctoral Dissertation, University of Sheffield. Accessed March 30, 2020. http://etheses.whiterose.ac.uk/12830/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.247247.

MLA Handbook (7th Edition):

Spyrou, Spyros. “Development of a component based model of steel beam-to-column joints at elevated temperatures.” 2002. Web. 30 Mar 2020.

Vancouver:

Spyrou S. Development of a component based model of steel beam-to-column joints at elevated temperatures. [Internet] [Doctoral dissertation]. University of Sheffield; 2002. [cited 2020 Mar 30]. Available from: http://etheses.whiterose.ac.uk/12830/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.247247.

Council of Science Editors:

Spyrou S. Development of a component based model of steel beam-to-column joints at elevated temperatures. [Doctoral Dissertation]. University of Sheffield; 2002. Available from: http://etheses.whiterose.ac.uk/12830/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.247247


The Ohio State University

25. Hou, Chien-ann. Modeling and control of welding distortion in tubular frame structures.

Degree: PhD, Graduate School, 1986, The Ohio State University

Subjects/Keywords: Engineering; Tubular steel structures; Welding

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APA (6th Edition):

Hou, C. (1986). Modeling and control of welding distortion in tubular frame structures. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1487265143145759

Chicago Manual of Style (16th Edition):

Hou, Chien-ann. “Modeling and control of welding distortion in tubular frame structures.” 1986. Doctoral Dissertation, The Ohio State University. Accessed March 30, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487265143145759.

MLA Handbook (7th Edition):

Hou, Chien-ann. “Modeling and control of welding distortion in tubular frame structures.” 1986. Web. 30 Mar 2020.

Vancouver:

Hou C. Modeling and control of welding distortion in tubular frame structures. [Internet] [Doctoral dissertation]. The Ohio State University; 1986. [cited 2020 Mar 30]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487265143145759.

Council of Science Editors:

Hou C. Modeling and control of welding distortion in tubular frame structures. [Doctoral Dissertation]. The Ohio State University; 1986. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1487265143145759


University of Edinburgh

26. Lee, James Alistair. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.

Degree: PhD, 2016, University of Edinburgh

 Due to the unbonded nature of tendons to the slab within Unbonded Post Tensioned (UPT) concrete structures, tendon stress relaxation under heating affects all regions… (more)

Subjects/Keywords: 624.1; numerical modelling; concrete; prestressing steel; creep; unbonded post-tensioned structures

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APA (6th Edition):

Lee, J. A. (2016). Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. (Doctoral Dissertation). University of Edinburgh. Retrieved from http://hdl.handle.net/1842/20964

Chicago Manual of Style (16th Edition):

Lee, James Alistair. “Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.” 2016. Doctoral Dissertation, University of Edinburgh. Accessed March 30, 2020. http://hdl.handle.net/1842/20964.

MLA Handbook (7th Edition):

Lee, James Alistair. “Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons.” 2016. Web. 30 Mar 2020.

Vancouver:

Lee JA. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. [Internet] [Doctoral dissertation]. University of Edinburgh; 2016. [cited 2020 Mar 30]. Available from: http://hdl.handle.net/1842/20964.

Council of Science Editors:

Lee JA. Numerical modelling of unbonded post tensioned concrete structures in fire including explicit modelling of creep in prestressing steel tendons. [Doctoral Dissertation]. University of Edinburgh; 2016. Available from: http://hdl.handle.net/1842/20964


Addis Ababa University

27. Yeshambel, Mekonnen. COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES .

Degree: 2015, Addis Ababa University

 Lateral load resisting systems are structural elements providing basic lateral strength and stiffness, without which the structure would be laterally unstable. The unstable nature of… (more)

Subjects/Keywords: CONCENTRICALLY BRACING SYSTEM; LATERAL LOADS; STEEL BUILDING STRUCTURES

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

APA (6th Edition):

Yeshambel, M. (2015). COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES . (Thesis). Addis Ababa University. Retrieved from http://etd.aau.edu.et/dspace/handle/123456789/8020

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):

Yeshambel, Mekonnen. “COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES .” 2015. Thesis, Addis Ababa University. Accessed March 30, 2020. http://etd.aau.edu.et/dspace/handle/123456789/8020.

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

MLA Handbook (7th Edition):

Yeshambel, Mekonnen. “COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES .” 2015. Web. 30 Mar 2020.

Vancouver:

Yeshambel M. COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES . [Internet] [Thesis]. Addis Ababa University; 2015. [cited 2020 Mar 30]. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8020.

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

Council of Science Editors:

Yeshambel M. COMPARATIVE EVALUATION OF CONCENTRICALLY BRACING SYSTEM FOR LATERAL LOADS ON MEDIUM RISE STEEL BUILDING STRUCTURES . [Thesis]. Addis Ababa University; 2015. Available from: http://etd.aau.edu.et/dspace/handle/123456789/8020

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

28. Badr, Ahmed El-said A. Stability and dynamic behaviour of steel structures with non-linear restraints.

Degree: 1986, University of Strathclyde

 This study was undertaken to investigate the effects of imperfections in the initial geometry of bracing members on the stability of the structural frameworks. The… (more)

Subjects/Keywords: 624.1; Dynamics of steel structures

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

APA (6th Edition):

Badr, A. E. A. (1986). Stability and dynamic behaviour of steel structures with non-linear restraints. (Doctoral Dissertation). University of Strathclyde. Retrieved from http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21479 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381501

Chicago Manual of Style (16th Edition):

Badr, Ahmed El-said A. “Stability and dynamic behaviour of steel structures with non-linear restraints.” 1986. Doctoral Dissertation, University of Strathclyde. Accessed March 30, 2020. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21479 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381501.

MLA Handbook (7th Edition):

Badr, Ahmed El-said A. “Stability and dynamic behaviour of steel structures with non-linear restraints.” 1986. Web. 30 Mar 2020.

Vancouver:

Badr AEA. Stability and dynamic behaviour of steel structures with non-linear restraints. [Internet] [Doctoral dissertation]. University of Strathclyde; 1986. [cited 2020 Mar 30]. Available from: http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21479 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381501.

Council of Science Editors:

Badr AEA. Stability and dynamic behaviour of steel structures with non-linear restraints. [Doctoral Dissertation]. University of Strathclyde; 1986. Available from: http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21479 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.381501


Louisiana State University

29. BabaizadehRoshanfekr, Hamed. FRP stiffener efficiency coefficient for SBS shear strengthening applications.

Degree: MSCE, Civil and Environmental Engineering, 2012, Louisiana State University

 The use of composite materials such as Fiber Reinforced Polymer (FRP) to strengthen concrete structures has surged during the past two decades as an alternative… (more)

Subjects/Keywords: FRP; Composites; Steel Structures; Strengthening-By-Stiffening(SBS); Retrofitting

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

APA (6th Edition):

BabaizadehRoshanfekr, H. (2012). FRP stiffener efficiency coefficient for SBS shear strengthening applications. (Masters Thesis). Louisiana State University. Retrieved from etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060

Chicago Manual of Style (16th Edition):

BabaizadehRoshanfekr, Hamed. “FRP stiffener efficiency coefficient for SBS shear strengthening applications.” 2012. Masters Thesis, Louisiana State University. Accessed March 30, 2020. etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060.

MLA Handbook (7th Edition):

BabaizadehRoshanfekr, Hamed. “FRP stiffener efficiency coefficient for SBS shear strengthening applications.” 2012. Web. 30 Mar 2020.

Vancouver:

BabaizadehRoshanfekr H. FRP stiffener efficiency coefficient for SBS shear strengthening applications. [Internet] [Masters thesis]. Louisiana State University; 2012. [cited 2020 Mar 30]. Available from: etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060.

Council of Science Editors:

BabaizadehRoshanfekr H. FRP stiffener efficiency coefficient for SBS shear strengthening applications. [Masters Thesis]. Louisiana State University; 2012. Available from: etd-11162012-104109 ; https://digitalcommons.lsu.edu/gradschool_theses/2060


University of Toronto

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

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 March 30, 2020. http://hdl.handle.net/1807/30623.

MLA Handbook (7th Edition):

Haque, Tarana. “Elliptical Hollow Section T and X Connections.” 2011. Web. 30 Mar 2020.

Vancouver:

Haque T. Elliptical Hollow Section T and X Connections. [Internet] [Masters thesis]. University of Toronto; 2011. [cited 2020 Mar 30]. 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

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