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1. Hernández-Díaz, Alejandro Mateo. Revisión de las teorías de campo de compresiones en hormigón estructural.

Degree: 2018, Universidad de Granada

Subjects/Keywords: Ingeniería Hidráulica; Armaduras (Construcción); Construcciones de hormigón armado; 624-1; 691.32; 3305.05

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

APA (6th Edition):

Hernández-Díaz, A. M. (2018). Revisión de las teorías de campo de compresiones en hormigón estructural. (Thesis). Universidad de Granada. Retrieved from http://hdl.handle.net/10481/23497]

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):

Hernández-Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Thesis, Universidad de Granada. Accessed August 20, 2019. http://hdl.handle.net/10481/23497].

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

MLA Handbook (7th Edition):

Hernández-Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Web. 20 Aug 2019.

Vancouver:

Hernández-Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Internet] [Thesis]. Universidad de Granada; 2018. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10481/23497].

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

Council of Science Editors:

Hernández-Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Thesis]. Universidad de Granada; 2018. Available from: http://hdl.handle.net/10481/23497]

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

2. Hernández-Díaz, Alejandro Mateo. Revisión de las teorías de campo de compresiones en hormigón estructural.

Degree: 2018, Universidad de Granada

Tesis Univ. Granada. Departamento de Mecánica de Estructuras e Ingeniería Hidráulica. Advisors/Committee Members: Gil-Martín, Luisa María, Hernández-Montes, Enrique, Universidad de Granada. Departamento de Mecánica de Estructuras e Ingeniería Hidráulica.

Subjects/Keywords: Ingeniería Hidráulica; Armaduras (Construcción); Construcciones de hormigón armado; 624-1; 691.32; 3305.05

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

APA (6th Edition):

Hernández-Díaz, A. M. (2018). Revisión de las teorías de campo de compresiones en hormigón estructural. (Thesis). Universidad de Granada. Retrieved from http://hdl.handle.net/10481/23497

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):

Hernández-Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Thesis, Universidad de Granada. Accessed August 20, 2019. http://hdl.handle.net/10481/23497.

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

MLA Handbook (7th Edition):

Hernández-Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Web. 20 Aug 2019.

Vancouver:

Hernández-Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Internet] [Thesis]. Universidad de Granada; 2018. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10481/23497.

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

Council of Science Editors:

Hernández-Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Thesis]. Universidad de Granada; 2018. Available from: http://hdl.handle.net/10481/23497

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

3. Hernández Díaz, Alejandro Mateo. Revisión de las teorías de campo de compresiones en hormigón estructural.

Degree: 2018, Universidad de Granada

Tesis Univ. Granada. Departamento de Mecánica de Estructuras e Ingeniería Hidráulica Advisors/Committee Members: Gil-Martín, Luisa María, Hernández-Montes, Enrique, Universidad de Granada. Departamento de Mecánica de Estructuras e Ingeniería Hidráulica.

Subjects/Keywords: Ingeniería Hidráulica; Armaduras (Construcción); Construcciones de hormigón armado; 624-1; 691.32; 3305.05

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

APA (6th Edition):

Hernández Díaz, A. M. (2018). Revisión de las teorías de campo de compresiones en hormigón estructural. (Thesis). Universidad de Granada. Retrieved from http://hdl.handle.net/10481/27779

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):

Hernández Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Thesis, Universidad de Granada. Accessed August 20, 2019. http://hdl.handle.net/10481/27779.

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

MLA Handbook (7th Edition):

Hernández Díaz, Alejandro Mateo. “Revisión de las teorías de campo de compresiones en hormigón estructural.” 2018. Web. 20 Aug 2019.

Vancouver:

Hernández Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Internet] [Thesis]. Universidad de Granada; 2018. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10481/27779.

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

Council of Science Editors:

Hernández Díaz AM. Revisión de las teorías de campo de compresiones en hormigón estructural. [Thesis]. Universidad de Granada; 2018. Available from: http://hdl.handle.net/10481/27779

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


University of Adelaide

4. Seracino, R. (Rudolf). Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.

Degree: 1999, University of Adelaide

Determines the effect of partial-interaction and interfacial friction on the fatigue behaviour of composite bridge beams and develops a set of design rules for the assessment of the residual strength and performance of composite bridge beams. Advisors/Committee Members: Dept. of Civil and Environmental Engineering (school).

Subjects/Keywords: 624/.257 1; Concrete construction Fatigue Mathematical models.; Bridges, Concrete Design and construction.; Composite construction Testing.; Concrete beams Testing.

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

APA (6th Edition):

Seracino, R. (. (1999). Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/19519

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):

Seracino, R (Rudolf). “Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.” 1999. Thesis, University of Adelaide. Accessed August 20, 2019. http://hdl.handle.net/2440/19519.

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

MLA Handbook (7th Edition):

Seracino, R (Rudolf). “Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino.” 1999. Web. 20 Aug 2019.

Vancouver:

Seracino R(. Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. [Internet] [Thesis]. University of Adelaide; 1999. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/2440/19519.

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

Council of Science Editors:

Seracino R(. Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading / by Rudolf Seracino. [Thesis]. University of Adelaide; 1999. Available from: http://hdl.handle.net/2440/19519

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

5. Bedynek, Agnieszka. Structural behaviour of tapered steel plate girders subjected to shear.

Degree: Departament d'Enginyeria de la Construcció, 2014, Universitat Politècnica de Catalunya

 Tapered plate girders often form part of large-scale structures such as long continuous bridges or industrial buildings where due to considerable loads the higher resistance… (more)

Subjects/Keywords: Tapered steel plate girders; Critical shear load; Ultimate shear resistance; EN1993-1-5; Residual stresses; Transversal and longitudinal stiffeners; Shearbending interaction; 55; 624; 69

…Table of Contents ACKNOWLEDGMENTS SUMMARY TABLE OF CONTENTS 1. INTRODUCTION 1.1. 1.2… …Methodology Development of the research 1 3 5 6 13 2. SHEAR BUCKLING COEFFICIENT – PROPOSAL FOR… …procedure 2.7. Comparison between present study and EN 1993-1-5 2.7.1. Inclination greater than… …resistance according to EN 1993-1-5 3.3.4. Four typologies – general behaviour 3.4. Experimental… …1993-1-5 3.5. Parametric studies 3.6. Discussion and conclusions 33 34 34 34 35 36 36 39 39… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bedynek, A. (2014). Structural behaviour of tapered steel plate girders subjected to shear. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/145443

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):

Bedynek, Agnieszka. “Structural behaviour of tapered steel plate girders subjected to shear.” 2014. Thesis, Universitat Politècnica de Catalunya. Accessed August 20, 2019. http://hdl.handle.net/10803/145443.

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

MLA Handbook (7th Edition):

Bedynek, Agnieszka. “Structural behaviour of tapered steel plate girders subjected to shear.” 2014. Web. 20 Aug 2019.

Vancouver:

Bedynek A. Structural behaviour of tapered steel plate girders subjected to shear. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2014. [cited 2019 Aug 20]. Available from: http://hdl.handle.net/10803/145443.

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

Council of Science Editors:

Bedynek A. Structural behaviour of tapered steel plate girders subjected to shear. [Thesis]. Universitat Politècnica de Catalunya; 2014. Available from: http://hdl.handle.net/10803/145443

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

.