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You searched for subject:(Engineering Structures). Showing records 1 – 30 of 1092 total matches.

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1. Ferrara, Giovanna Angela Francesca. Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare.

Degree: 2013, Università degli Studi di Catania

 I metodi statici non lineari non sempre sono efficaci nella verifica di strutture asimmetriche a piu' piani, a causa degli errori commessi nella valutazione della… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; Nonlinear static method, multi-storey asymmetric structures, corrective eccentricities

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APA (6th Edition):

Ferrara, G. A. F. (2013). Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/1412

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):

Ferrara, Giovanna Angela Francesca. “Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare.” 2013. Thesis, Università degli Studi di Catania. Accessed January 21, 2020. http://hdl.handle.net/10761/1412.

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

MLA Handbook (7th Edition):

Ferrara, Giovanna Angela Francesca. “Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare.” 2013. Web. 21 Jan 2020.

Vancouver:

Ferrara GAF. Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare. [Internet] [Thesis]. Università degli Studi di Catania; 2013. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10761/1412.

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

Council of Science Editors:

Ferrara GAF. Previsione della risposta sismica di edifici asimmetrici mediante il metodo statico non lineare. [Thesis]. Università degli Studi di Catania; 2013. Available from: http://hdl.handle.net/10761/1412

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


University of Akron

2. 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 January 21, 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. 21 Jan 2020.

Vancouver:

Gowda S. MULTI-SCALE EFFECTS OF CORROSION ON STEEL STRUCTURES. [Internet] [Doctoral dissertation]. University of Akron; 2016. [cited 2020 Jan 21]. 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


Rochester Institute of Technology

3. Khatri-Chhetri, Prasanna. A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology.

Degree: Industrial and Systems Engineering, 2011, Rochester Institute of Technology

 This thesis centers on the use of 3D direct write printing processes to produce Solid Oxide Fuel Cell (SOFC) structures having engineered porosity and macro… (more)

Subjects/Keywords: Direct write; Engineering structures; SOFC

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APA (6th Edition):

Khatri-Chhetri, P. (2011). A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology. (Thesis). Rochester Institute of Technology. Retrieved from https://scholarworks.rit.edu/theses/5691

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):

Khatri-Chhetri, Prasanna. “A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology.” 2011. Thesis, Rochester Institute of Technology. Accessed January 21, 2020. https://scholarworks.rit.edu/theses/5691.

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

MLA Handbook (7th Edition):

Khatri-Chhetri, Prasanna. “A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology.” 2011. Web. 21 Jan 2020.

Vancouver:

Khatri-Chhetri P. A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology. [Internet] [Thesis]. Rochester Institute of Technology; 2011. [cited 2020 Jan 21]. Available from: https://scholarworks.rit.edu/theses/5691.

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

Council of Science Editors:

Khatri-Chhetri P. A Novel approach to engineering structures of a solid oxide fuel cell (SOFC): 3D direct write technology. [Thesis]. Rochester Institute of Technology; 2011. Available from: https://scholarworks.rit.edu/theses/5691

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


University of Oklahoma

4. Drury, Jonathan. Shear Performance of Non-Traditional Concrete.

Degree: PhD, 2018, University of Oklahoma

 Concrete is the second most consumed material in the world, second only to water. Concrete has been around in different forms for centuries, and science… (more)

Subjects/Keywords: Civil Engineering Materials Structures

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APA (6th Edition):

Drury, J. (2018). Shear Performance of Non-Traditional Concrete. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/301339

Chicago Manual of Style (16th Edition):

Drury, Jonathan. “Shear Performance of Non-Traditional Concrete.” 2018. Doctoral Dissertation, University of Oklahoma. Accessed January 21, 2020. http://hdl.handle.net/11244/301339.

MLA Handbook (7th Edition):

Drury, Jonathan. “Shear Performance of Non-Traditional Concrete.” 2018. Web. 21 Jan 2020.

Vancouver:

Drury J. Shear Performance of Non-Traditional Concrete. [Internet] [Doctoral dissertation]. University of Oklahoma; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/11244/301339.

Council of Science Editors:

Drury J. Shear Performance of Non-Traditional Concrete. [Doctoral Dissertation]. University of Oklahoma; 2018. Available from: http://hdl.handle.net/11244/301339


Northeastern University

5. Ajdari, Amin. Regular, irregular, functionally graded, and hierarchical cellular structures.

Degree: PhD, Department of Mechanical and Industrial Engineering, 2011, Northeastern University

 From the structural point of view, cellular structures have properties that are much superior compared to the properties of the material that they are made… (more)

Subjects/Keywords: cellular structures; Mechanical Engineering

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APA (6th Edition):

Ajdari, A. (2011). Regular, irregular, functionally graded, and hierarchical cellular structures. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20002126

Chicago Manual of Style (16th Edition):

Ajdari, Amin. “Regular, irregular, functionally graded, and hierarchical cellular structures.” 2011. Doctoral Dissertation, Northeastern University. Accessed January 21, 2020. http://hdl.handle.net/2047/d20002126.

MLA Handbook (7th Edition):

Ajdari, Amin. “Regular, irregular, functionally graded, and hierarchical cellular structures.” 2011. Web. 21 Jan 2020.

Vancouver:

Ajdari A. Regular, irregular, functionally graded, and hierarchical cellular structures. [Internet] [Doctoral dissertation]. Northeastern University; 2011. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2047/d20002126.

Council of Science Editors:

Ajdari A. Regular, irregular, functionally graded, and hierarchical cellular structures. [Doctoral Dissertation]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20002126


Michigan Technological University

6. Shen, Michael. MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING.

Degree: PhD, Department of Mechanical Engineering-Engineering Mechanics, 2017, Michigan Technological University

  Armored Vehicle Launched Bridge (AVLB) has been analyzed on its load carrying capacity and stability of bracing with theoretical computation, FEA simulation and full-size… (more)

Subjects/Keywords: structures; Aerospace Engineering; Automotive Engineering; Structures and Materials

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APA (6th Edition):

Shen, M. (2017). MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING. (Doctoral Dissertation). Michigan Technological University. Retrieved from http://digitalcommons.mtu.edu/etdr/465

Chicago Manual of Style (16th Edition):

Shen, Michael. “MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING.” 2017. Doctoral Dissertation, Michigan Technological University. Accessed January 21, 2020. http://digitalcommons.mtu.edu/etdr/465.

MLA Handbook (7th Edition):

Shen, Michael. “MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING.” 2017. Web. 21 Jan 2020.

Vancouver:

Shen M. MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING. [Internet] [Doctoral dissertation]. Michigan Technological University; 2017. [cited 2020 Jan 21]. Available from: http://digitalcommons.mtu.edu/etdr/465.

Council of Science Editors:

Shen M. MILITARY ASSAULT BRIDGING STRUCTURAL ANALYSIS AND LOAD TESTING. [Doctoral Dissertation]. Michigan Technological University; 2017. Available from: http://digitalcommons.mtu.edu/etdr/465


Northeastern University

7. Alqassim, Ghanim. Mechanical properties of hierarchical honeycomb structures.

Degree: MS, Department of Mechanical and Industrial Engineering, 2011, Northeastern University

 Cellular solids such as foams are widely used in engineering applications mainly due to their superior mechanical behavior and lightweight high strength characteristic. On the… (more)

Subjects/Keywords: mechanical engineering; honeycomb structures; cellular structures; Mechanical Engineering

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APA (6th Edition):

Alqassim, G. (2011). Mechanical properties of hierarchical honeycomb structures. (Masters Thesis). Northeastern University. Retrieved from http://hdl.handle.net/2047/d20001227

Chicago Manual of Style (16th Edition):

Alqassim, Ghanim. “Mechanical properties of hierarchical honeycomb structures.” 2011. Masters Thesis, Northeastern University. Accessed January 21, 2020. http://hdl.handle.net/2047/d20001227.

MLA Handbook (7th Edition):

Alqassim, Ghanim. “Mechanical properties of hierarchical honeycomb structures.” 2011. Web. 21 Jan 2020.

Vancouver:

Alqassim G. Mechanical properties of hierarchical honeycomb structures. [Internet] [Masters thesis]. Northeastern University; 2011. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/2047/d20001227.

Council of Science Editors:

Alqassim G. Mechanical properties of hierarchical honeycomb structures. [Masters Thesis]. Northeastern University; 2011. Available from: http://hdl.handle.net/2047/d20001227

8. Li, Jun Jie. Earthquake Engineering Simulation with Flexible Cladding System.

Degree: MS, Civil Engineering, 2010, University of Massachusetts

 This research investigates the interaction between heavy precast cladding units attached to steel framed buildings. Cladding systems are designed as non-structural components and are not… (more)

Subjects/Keywords: Cladding; Earthquake engineering; inelastic structures; Structural Engineering

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APA (6th Edition):

Li, J. J. (2010). Earthquake Engineering Simulation with Flexible Cladding System. (Masters Thesis). University of Massachusetts. Retrieved from https://scholarworks.umass.edu/theses/511

Chicago Manual of Style (16th Edition):

Li, Jun Jie. “Earthquake Engineering Simulation with Flexible Cladding System.” 2010. Masters Thesis, University of Massachusetts. Accessed January 21, 2020. https://scholarworks.umass.edu/theses/511.

MLA Handbook (7th Edition):

Li, Jun Jie. “Earthquake Engineering Simulation with Flexible Cladding System.” 2010. Web. 21 Jan 2020.

Vancouver:

Li JJ. Earthquake Engineering Simulation with Flexible Cladding System. [Internet] [Masters thesis]. University of Massachusetts; 2010. [cited 2020 Jan 21]. Available from: https://scholarworks.umass.edu/theses/511.

Council of Science Editors:

Li JJ. Earthquake Engineering Simulation with Flexible Cladding System. [Masters Thesis]. University of Massachusetts; 2010. Available from: https://scholarworks.umass.edu/theses/511


Nanyang Technological University

9. Chen, Cheng. Influence of welding on high strength steel butt joints .

Degree: 2019, Nanyang Technological University

 High strength steel (HSS) attracts attention of researchers for its high strength to weight ratio. Since it is easier to achieve uniform material properties during… (more)

Subjects/Keywords: Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Chen, C. (2019). Influence of welding on high strength steel butt joints . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/50269

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):

Chen, Cheng. “Influence of welding on high strength steel butt joints .” 2019. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10220/50269.

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

MLA Handbook (7th Edition):

Chen, Cheng. “Influence of welding on high strength steel butt joints .” 2019. Web. 21 Jan 2020.

Vancouver:

Chen C. Influence of welding on high strength steel butt joints . [Internet] [Thesis]. Nanyang Technological University; 2019. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10220/50269.

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

Council of Science Editors:

Chen C. Influence of welding on high strength steel butt joints . [Thesis]. Nanyang Technological University; 2019. Available from: http://hdl.handle.net/10220/50269

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


Nanyang Technological University

10. Fu, Qiuni. Structural behaviour of composite floor systems under column removal scenario .

Degree: 2018, Nanyang Technological University

 In this study, four 3D composite floor specimens were quasi-statically tested to failure under an internal column removal scenario. Two principal objectives were achieved, viz.… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Fu, Q. (2018). Structural behaviour of composite floor systems under column removal scenario . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/45878

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):

Fu, Qiuni. “Structural behaviour of composite floor systems under column removal scenario .” 2018. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10220/45878.

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

MLA Handbook (7th Edition):

Fu, Qiuni. “Structural behaviour of composite floor systems under column removal scenario .” 2018. Web. 21 Jan 2020.

Vancouver:

Fu Q. Structural behaviour of composite floor systems under column removal scenario . [Internet] [Thesis]. Nanyang Technological University; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10220/45878.

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

Council of Science Editors:

Fu Q. Structural behaviour of composite floor systems under column removal scenario . [Thesis]. Nanyang Technological University; 2018. Available from: http://hdl.handle.net/10220/45878

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


Nanyang Technological University

11. Chen, Kang. Behaviour of steel and composite beam-column joints under extreme loading conditions .

Degree: 2018, Nanyang Technological University

 Historical collapse incidents of buildings under extreme loadings have attracted academic and engineering interest to conduct research studies on the resistance of beam-column joints to… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Chen, K. (2018). Behaviour of steel and composite beam-column joints under extreme loading conditions . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/46284

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):

Chen, Kang. “Behaviour of steel and composite beam-column joints under extreme loading conditions .” 2018. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10220/46284.

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

MLA Handbook (7th Edition):

Chen, Kang. “Behaviour of steel and composite beam-column joints under extreme loading conditions .” 2018. Web. 21 Jan 2020.

Vancouver:

Chen K. Behaviour of steel and composite beam-column joints under extreme loading conditions . [Internet] [Thesis]. Nanyang Technological University; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10220/46284.

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

Council of Science Editors:

Chen K. Behaviour of steel and composite beam-column joints under extreme loading conditions . [Thesis]. Nanyang Technological University; 2018. Available from: http://hdl.handle.net/10220/46284

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


Nanyang Technological University

12. Zhao, Haisheng. Fracture assessment of cracked clad pipelines with weld misalignment .

Degree: 2018, Nanyang Technological University

 With increasing demand of recoverable corrosive hydrocarbons, metallurgically bonded double walled pipelines, referred to as clad pipelines, are widely used to transport the corrosive natural… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Zhao, H. (2018). Fracture assessment of cracked clad pipelines with weld misalignment . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/46493

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):

Zhao, Haisheng. “Fracture assessment of cracked clad pipelines with weld misalignment .” 2018. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10220/46493.

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

MLA Handbook (7th Edition):

Zhao, Haisheng. “Fracture assessment of cracked clad pipelines with weld misalignment .” 2018. Web. 21 Jan 2020.

Vancouver:

Zhao H. Fracture assessment of cracked clad pipelines with weld misalignment . [Internet] [Thesis]. Nanyang Technological University; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10220/46493.

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

Council of Science Editors:

Zhao H. Fracture assessment of cracked clad pipelines with weld misalignment . [Thesis]. Nanyang Technological University; 2018. Available from: http://hdl.handle.net/10220/46493

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


Nanyang Technological University

13. Jin, Yanfei. Studies of imperfections in roller bending steel hollow section members .

Degree: 2018, Nanyang Technological University

 Structurally, the action of curving a steel hollow section member makes it possible to cover significant longer spans, since the load is carried largely in… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Jin, Y. (2018). Studies of imperfections in roller bending steel hollow section members . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10220/46176

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):

Jin, Yanfei. “Studies of imperfections in roller bending steel hollow section members .” 2018. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10220/46176.

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

MLA Handbook (7th Edition):

Jin, Yanfei. “Studies of imperfections in roller bending steel hollow section members .” 2018. Web. 21 Jan 2020.

Vancouver:

Jin Y. Studies of imperfections in roller bending steel hollow section members . [Internet] [Thesis]. Nanyang Technological University; 2018. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10220/46176.

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

Council of Science Editors:

Jin Y. Studies of imperfections in roller bending steel hollow section members . [Thesis]. Nanyang Technological University; 2018. Available from: http://hdl.handle.net/10220/46176

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


Nanyang Technological University

14. Bao, Hui Rong. Nodal-based discontinuous deformation analysis .

Degree: 2010, Nanyang Technological University

 This thesis presents an enhanced nodal-based discontinuous deformation analysis (NDDA) based on the coupling of the discontinuous deformation analysis (DDA) and the finite element method… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Bao, H. R. (2010). Nodal-based discontinuous deformation analysis . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/41757

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):

Bao, Hui Rong. “Nodal-based discontinuous deformation analysis .” 2010. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/41757.

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

MLA Handbook (7th Edition):

Bao, Hui Rong. “Nodal-based discontinuous deformation analysis .” 2010. Web. 21 Jan 2020.

Vancouver:

Bao HR. Nodal-based discontinuous deformation analysis . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/41757.

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

Council of Science Editors:

Bao HR. Nodal-based discontinuous deformation analysis . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/41757

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


Nanyang Technological University

15. Nair, Anand. Residual strength of blast damaged reinforced concrete columns .

Degree: 2010, Nanyang Technological University

 Columns are key load-bearing elements that hold up framed structures. Exterior columns are probably the most vulnerable structural components to attacks from rebel forces. Their… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Nair, A. (2010). Residual strength of blast damaged reinforced concrete columns . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/41868

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):

Nair, Anand. “Residual strength of blast damaged reinforced concrete columns .” 2010. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/41868.

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

MLA Handbook (7th Edition):

Nair, Anand. “Residual strength of blast damaged reinforced concrete columns .” 2010. Web. 21 Jan 2020.

Vancouver:

Nair A. Residual strength of blast damaged reinforced concrete columns . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/41868.

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

Council of Science Editors:

Nair A. Residual strength of blast damaged reinforced concrete columns . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/41868

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


Nanyang Technological University

16. An, Xinmei. Extended numerical manifold method for engineering failure analysis .

Degree: 2010, Nanyang Technological University

 In this thesis, the numerical manifold method (NMM) has been extended for engineering failure analysis. The NMM has been coupled with the fracture mechanics to… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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

APA (6th Edition):

An, X. (2010). Extended numerical manifold method for engineering failure analysis . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/42227

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):

An, Xinmei. “Extended numerical manifold method for engineering failure analysis .” 2010. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/42227.

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

MLA Handbook (7th Edition):

An, Xinmei. “Extended numerical manifold method for engineering failure analysis .” 2010. Web. 21 Jan 2020.

Vancouver:

An X. Extended numerical manifold method for engineering failure analysis . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/42227.

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

Council of Science Editors:

An X. Extended numerical manifold method for engineering failure analysis . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/42227

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


Nanyang Technological University

17. Tran, Cao Thanh Ngoc. Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement .

Degree: 2010, Nanyang Technological University

Structures made up of reinforced concrete columns with light transverse reinforcement are very common in a region of low to moderate seismicity, and are the… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Tran, C. T. N. (2010). Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/42302

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):

Tran, Cao Thanh Ngoc. “Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement .” 2010. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/42302.

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

MLA Handbook (7th Edition):

Tran, Cao Thanh Ngoc. “Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement .” 2010. Web. 21 Jan 2020.

Vancouver:

Tran CTN. Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/42302.

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

Council of Science Editors:

Tran CTN. Experimental and analytical studies on the seismic behavior of reinforced concrete columns with light transverse reinforcement . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/42302

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


Nanyang Technological University

18. Huang, Xin. Damage assessment of structures against blast load based on mode approximation method .

Degree: 2011, Nanyang Technological University

 Damage assessment plays an important role in the evaluation of the stability and strength of structures, which is significant for both the existing structures and… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Huang, X. (2011). Damage assessment of structures against blast load based on mode approximation method . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/45499

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):

Huang, Xin. “Damage assessment of structures against blast load based on mode approximation method .” 2011. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/45499.

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

MLA Handbook (7th Edition):

Huang, Xin. “Damage assessment of structures against blast load based on mode approximation method .” 2011. Web. 21 Jan 2020.

Vancouver:

Huang X. Damage assessment of structures against blast load based on mode approximation method . [Internet] [Thesis]. Nanyang Technological University; 2011. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/45499.

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

Council of Science Editors:

Huang X. Damage assessment of structures against blast load based on mode approximation method . [Thesis]. Nanyang Technological University; 2011. Available from: http://hdl.handle.net/10356/45499

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


Nanyang Technological University

19. Alireza Javadian. Effect of elevated temperatures on tensile properties of concrete .

Degree: 2010, Nanyang Technological University

 Fire is known to cause spalling in concrete structures. The Structural integrity of the building will be affected as the reinforcement steels will be weakened… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Javadian, A. (2010). Effect of elevated temperatures on tensile properties of concrete . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/46730

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):

Javadian, Alireza. “Effect of elevated temperatures on tensile properties of concrete .” 2010. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/46730.

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

MLA Handbook (7th Edition):

Javadian, Alireza. “Effect of elevated temperatures on tensile properties of concrete .” 2010. Web. 21 Jan 2020.

Vancouver:

Javadian A. Effect of elevated temperatures on tensile properties of concrete . [Internet] [Thesis]. Nanyang Technological University; 2010. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/46730.

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

Council of Science Editors:

Javadian A. Effect of elevated temperatures on tensile properties of concrete . [Thesis]. Nanyang Technological University; 2010. Available from: http://hdl.handle.net/10356/46730

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


Nanyang Technological University

20. Sabet Divsholi Bahador. Modeling and application of piezoelectric transducers for structural health monitoring .

Degree: 2012, Nanyang Technological University

 The last few decades have witnessed vast applications of smart materials in structural health monitoring (SHM). Piezoelectric lead zirconate titanate (PZT) transducers are robust, cost… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Bahador, S. D. (2012). Modeling and application of piezoelectric transducers for structural health monitoring . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/48200

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):

Bahador, Sabet Divsholi. “Modeling and application of piezoelectric transducers for structural health monitoring .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/48200.

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

MLA Handbook (7th Edition):

Bahador, Sabet Divsholi. “Modeling and application of piezoelectric transducers for structural health monitoring .” 2012. Web. 21 Jan 2020.

Vancouver:

Bahador SD. Modeling and application of piezoelectric transducers for structural health monitoring . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/48200.

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

Council of Science Editors:

Bahador SD. Modeling and application of piezoelectric transducers for structural health monitoring . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/48200

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


Nanyang Technological University

21. Lim, Yee Yan. Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique .

Degree: 2012, Nanyang Technological University

 A comprehensive structural health monitoring (SHM) system is essential for damage detection, characterization and prognosis. The recent advent of smart materials, such as the electro-mechanical… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Lim, Y. Y. (2012). Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/49513

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):

Lim, Yee Yan. “Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/49513.

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

MLA Handbook (7th Edition):

Lim, Yee Yan. “Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique .” 2012. Web. 21 Jan 2020.

Vancouver:

Lim YY. Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/49513.

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

Council of Science Editors:

Lim YY. Fatigue life estimation of 1-D aluminum beam using electromechanical impedance technique . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/49513

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


Nanyang Technological University

22. Zhou, Hongyuan. In-structure shock assessment and mitigation of structures .

Degree: 2012, Nanyang Technological University

 This thesis deals with soil-structure interaction effect and structural response analysis, in-structure shock assessment, and shock wave mitigation when a structure is subjected to a… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Zhou, H. (2012). In-structure shock assessment and mitigation of structures . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/49983

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):

Zhou, Hongyuan. “In-structure shock assessment and mitigation of structures .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/49983.

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

MLA Handbook (7th Edition):

Zhou, Hongyuan. “In-structure shock assessment and mitigation of structures .” 2012. Web. 21 Jan 2020.

Vancouver:

Zhou H. In-structure shock assessment and mitigation of structures . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/49983.

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

Council of Science Editors:

Zhou H. In-structure shock assessment and mitigation of structures . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/49983

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


Nanyang Technological University

23. Sunendro Aris Sutanto Himawan. Shear strength of slab-column connections under gravity and cyclic lateral loading .

Degree: 2012, Nanyang Technological University

 The main objective of this research is to study the shear strengths of reinforced concrete and post-tensioned slab-column connections under gravity and cyclic lateral loading.… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Himawan, S. A. S. (2012). Shear strength of slab-column connections under gravity and cyclic lateral loading . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/50515

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):

Himawan, Sunendro Aris Sutanto. “Shear strength of slab-column connections under gravity and cyclic lateral loading .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/50515.

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

MLA Handbook (7th Edition):

Himawan, Sunendro Aris Sutanto. “Shear strength of slab-column connections under gravity and cyclic lateral loading .” 2012. Web. 21 Jan 2020.

Vancouver:

Himawan SAS. Shear strength of slab-column connections under gravity and cyclic lateral loading . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/50515.

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

Council of Science Editors:

Himawan SAS. Shear strength of slab-column connections under gravity and cyclic lateral loading . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/50515

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


Nanyang Technological University

24. Cai, Zhenhan. Analysis of structures with uncertain parameters using interval method .

Degree: 2012, Nanyang Technological University

 The uncertainties of structural parameters may lead to large and unexpected excursion of responses that may result in drastic reduction in accuracy and precision of… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Cai, Z. (2012). Analysis of structures with uncertain parameters using interval method . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/50636

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):

Cai, Zhenhan. “Analysis of structures with uncertain parameters using interval method .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/50636.

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

MLA Handbook (7th Edition):

Cai, Zhenhan. “Analysis of structures with uncertain parameters using interval method .” 2012. Web. 21 Jan 2020.

Vancouver:

Cai Z. Analysis of structures with uncertain parameters using interval method . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/50636.

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

Council of Science Editors:

Cai Z. Analysis of structures with uncertain parameters using interval method . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/50636

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


Nanyang Technological University

25. Yu, Jun. Structural behavior of reinforced concrete frames subjected to progressive collapse .

Degree: 2012, Nanyang Technological University

 With the threat of terrorist attack looming large, the ability of a building to mitigate progressive collapse is of key interest to government agencies. Alternate… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Yu, J. (2012). Structural behavior of reinforced concrete frames subjected to progressive collapse . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/50677

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):

Yu, Jun. “Structural behavior of reinforced concrete frames subjected to progressive collapse .” 2012. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/50677.

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

MLA Handbook (7th Edition):

Yu, Jun. “Structural behavior of reinforced concrete frames subjected to progressive collapse .” 2012. Web. 21 Jan 2020.

Vancouver:

Yu J. Structural behavior of reinforced concrete frames subjected to progressive collapse . [Internet] [Thesis]. Nanyang Technological University; 2012. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/50677.

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

Council of Science Editors:

Yu J. Structural behavior of reinforced concrete frames subjected to progressive collapse . [Thesis]. Nanyang Technological University; 2012. Available from: http://hdl.handle.net/10356/50677

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


Nanyang Technological University

26. Zhang, Yao. Vibration based damage assessment of type 1 compressed natural gas cylinder .

Degree: 2015, Nanyang Technological University

 Compressed Natural Gas (CNG) is widely used around the world due to its environmentally friendly nature and significantly less cost as compared to other conventional… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Zhang, Y. (2015). Vibration based damage assessment of type 1 compressed natural gas cylinder . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/62231

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):

Zhang, Yao. “Vibration based damage assessment of type 1 compressed natural gas cylinder .” 2015. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/62231.

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

MLA Handbook (7th Edition):

Zhang, Yao. “Vibration based damage assessment of type 1 compressed natural gas cylinder .” 2015. Web. 21 Jan 2020.

Vancouver:

Zhang Y. Vibration based damage assessment of type 1 compressed natural gas cylinder . [Internet] [Thesis]. Nanyang Technological University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/62231.

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

Council of Science Editors:

Zhang Y. Vibration based damage assessment of type 1 compressed natural gas cylinder . [Thesis]. Nanyang Technological University; 2015. Available from: http://hdl.handle.net/10356/62231

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


Nanyang Technological University

27. Zhang, Guanghui. The stress-strain relationship of concrete confined with corroded transverse reinforcements .

Degree: 2015, Nanyang Technological University

 As service years increase, the corrosion of steel rebar stands out as a major problem for existing reinforced concrete (RC) structures in corrosion-inducing environment. The… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Zhang, G. (2015). The stress-strain relationship of concrete confined with corroded transverse reinforcements . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/65471

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):

Zhang, Guanghui. “The stress-strain relationship of concrete confined with corroded transverse reinforcements .” 2015. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/65471.

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

MLA Handbook (7th Edition):

Zhang, Guanghui. “The stress-strain relationship of concrete confined with corroded transverse reinforcements .” 2015. Web. 21 Jan 2020.

Vancouver:

Zhang G. The stress-strain relationship of concrete confined with corroded transverse reinforcements . [Internet] [Thesis]. Nanyang Technological University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/65471.

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

Council of Science Editors:

Zhang G. The stress-strain relationship of concrete confined with corroded transverse reinforcements . [Thesis]. Nanyang Technological University; 2015. Available from: http://hdl.handle.net/10356/65471

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


Nanyang Technological University

28. Kang, Shaobo. Structural behaviour of precast concrete frames subject to column removal scenarios .

Degree: 2015, Nanyang Technological University

 From time to time, structural collapse incidents throughout the world prompt research works on the robustness of building structures to mitigate progressive collapse. Among the… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Kang, S. (2015). Structural behaviour of precast concrete frames subject to column removal scenarios . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/65737

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):

Kang, Shaobo. “Structural behaviour of precast concrete frames subject to column removal scenarios .” 2015. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/65737.

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

MLA Handbook (7th Edition):

Kang, Shaobo. “Structural behaviour of precast concrete frames subject to column removal scenarios .” 2015. Web. 21 Jan 2020.

Vancouver:

Kang S. Structural behaviour of precast concrete frames subject to column removal scenarios . [Internet] [Thesis]. Nanyang Technological University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/65737.

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

Council of Science Editors:

Kang S. Structural behaviour of precast concrete frames subject to column removal scenarios . [Thesis]. Nanyang Technological University; 2015. Available from: http://hdl.handle.net/10356/65737

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


Nanyang Technological University

29. Sukumara Pillai, Vipin. Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints .

Degree: 2015, Nanyang Technological University

 The provisions in the design guides such as BS7910 (2005) and RP579/ASME FFS–1 (2007) are applicable only for uni-planar tubular circular hollow section (CHS) joints,… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Sukumara Pillai, V. (2015). Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/65832

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):

Sukumara Pillai, Vipin. “Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints .” 2015. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/65832.

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

MLA Handbook (7th Edition):

Sukumara Pillai, Vipin. “Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints .” 2015. Web. 21 Jan 2020.

Vancouver:

Sukumara Pillai V. Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints . [Internet] [Thesis]. Nanyang Technological University; 2015. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/65832.

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

Council of Science Editors:

Sukumara Pillai V. Safety and risk assessment of damaged multi-planar square hollow section (SHS) TT-, YT- and KT-joints . [Thesis]. Nanyang Technological University; 2015. Available from: http://hdl.handle.net/10356/65832

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


Nanyang Technological University

30. Shao, Zhe. Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis .

Degree: 2016, Nanyang Technological University

 To date, it is neither practical nor possible to accurately predict such hazard and construct perfectly effective countermeasures against them. Therefore, it is of our… (more)

Subjects/Keywords: DRNTU::Engineering::Civil engineering::Structures and design

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APA (6th Edition):

Shao, Z. (2016). Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis . (Thesis). Nanyang Technological University. Retrieved from http://hdl.handle.net/10356/69064

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):

Shao, Zhe. “Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis .” 2016. Thesis, Nanyang Technological University. Accessed January 21, 2020. http://hdl.handle.net/10356/69064.

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

MLA Handbook (7th Edition):

Shao, Zhe. “Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis .” 2016. Web. 21 Jan 2020.

Vancouver:

Shao Z. Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis . [Internet] [Thesis]. Nanyang Technological University; 2016. [cited 2020 Jan 21]. Available from: http://hdl.handle.net/10356/69064.

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

Council of Science Editors:

Shao Z. Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis . [Thesis]. Nanyang Technological University; 2016. Available from: http://hdl.handle.net/10356/69064

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

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