Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(longitudinal shear). Showing records 1 – 22 of 22 total matches.

Search Limiters

Last 2 Years | English Only

No search limiters apply to these results.

▼ Search Limiters

1. Herrera, Amaury. Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures.

Degree: Docteur es, Structures et Matériaux, 2017, Université Paris-Est

Dans le cadre de l’utilisation de plus en plus courante des BFUP dans des structures techniquement ou architecturalement complexes et de la recherche d’optimisation de… (more)

Subjects/Keywords: Bfup; Jonction âme-Coque; Cisaillement longitudinal; Flexion transversale; Uhpfrc; Web-Flange junction; Longitudinal shear; Transverse bending

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Herrera, A. (2017). Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2017PESC1102

Chicago Manual of Style (16th Edition):

Herrera, Amaury. “Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures.” 2017. Doctoral Dissertation, Université Paris-Est. Accessed September 21, 2018. http://www.theses.fr/2017PESC1102.

MLA Handbook (7th Edition):

Herrera, Amaury. “Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures.” 2017. Web. 21 Sep 2018.

Vancouver:

Herrera A. Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures. [Internet] [Doctoral dissertation]. Université Paris-Est; 2017. [cited 2018 Sep 21]. Available from: http://www.theses.fr/2017PESC1102.

Council of Science Editors:

Herrera A. Fonctionnement des jonctions âmes-membrures en Béton Fibrés à Ultra-Hautes Performances (BFUP) : Behavior of web-flange junction in UHPFRC structures. [Doctoral Dissertation]. Université Paris-Est; 2017. Available from: http://www.theses.fr/2017PESC1102


Virginia Tech

2. Shen, Grace Leewen. Performance Evaluation of New Corrugated-Type Embossments for Composite Deck.

Degree: Civil Engineering, 2001, Virginia Tech

 The purpose of this research is to evaluate the performance of new corrugated-type embossments developed by Vulcraft Research and Development for their 2VLI and 3VLI… (more)

Subjects/Keywords: shear bond; longitudinal shear; composite slabs; deck; embossments

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shen, G. L. (2001). Performance Evaluation of New Corrugated-Type Embossments for Composite Deck. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/34452

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):

Shen, Grace Leewen. “Performance Evaluation of New Corrugated-Type Embossments for Composite Deck.” 2001. Thesis, Virginia Tech. Accessed September 21, 2018. http://hdl.handle.net/10919/34452.

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

MLA Handbook (7th Edition):

Shen, Grace Leewen. “Performance Evaluation of New Corrugated-Type Embossments for Composite Deck.” 2001. Web. 21 Sep 2018.

Vancouver:

Shen GL. Performance Evaluation of New Corrugated-Type Embossments for Composite Deck. [Internet] [Thesis]. Virginia Tech; 2001. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/10919/34452.

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

Council of Science Editors:

Shen GL. Performance Evaluation of New Corrugated-Type Embossments for Composite Deck. [Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/34452

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


NSYSU

3. Mao, Chun-Kai. Dual-mode ZnO thin films for piezoelectric transducers.

Degree: Master, Electrical Engineering, 2012, NSYSU

 The purpose of this thesis is to study the c-axis inclined ZnO films to produce dual-mode thin-film piezoelectric transducer. The cantilever beam vibration theory as… (more)

Subjects/Keywords: piezoelectric transducer; shear mode; longitudinal mode; zinc oxide films; c-axis tilt

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mao, C. (2012). Dual-mode ZnO thin films for piezoelectric transducers. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0809112-164859

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):

Mao, Chun-Kai. “Dual-mode ZnO thin films for piezoelectric transducers.” 2012. Thesis, NSYSU. Accessed September 21, 2018. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0809112-164859.

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

MLA Handbook (7th Edition):

Mao, Chun-Kai. “Dual-mode ZnO thin films for piezoelectric transducers.” 2012. Web. 21 Sep 2018.

Vancouver:

Mao C. Dual-mode ZnO thin films for piezoelectric transducers. [Internet] [Thesis]. NSYSU; 2012. [cited 2018 Sep 21]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0809112-164859.

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

Council of Science Editors:

Mao C. Dual-mode ZnO thin films for piezoelectric transducers. [Thesis]. NSYSU; 2012. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0809112-164859

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


North Carolina State University

4. Grimes, Hartley Ray. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.

Degree: MS, Civil Engineering, 2009, North Carolina State University

 Precast double-tee (DT) floor systems with cast-in-place concrete toppings reinforced with welded wire fabric (WWF) often suffer from durability problems along the longitudinal joints of… (more)

Subjects/Keywords: concrete bond; longitudinal shear; concrete topping; CFRP; precast concrete; carbon fiber; C-Grid

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Grimes, H. R. (2009). The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/783

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):

Grimes, Hartley Ray. “The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.” 2009. Thesis, North Carolina State University. Accessed September 21, 2018. http://www.lib.ncsu.edu/resolver/1840.16/783.

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

MLA Handbook (7th Edition):

Grimes, Hartley Ray. “The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings.” 2009. Web. 21 Sep 2018.

Vancouver:

Grimes HR. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. [Internet] [Thesis]. North Carolina State University; 2009. [cited 2018 Sep 21]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/783.

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

Council of Science Editors:

Grimes HR. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. [Thesis]. North Carolina State University; 2009. Available from: http://www.lib.ncsu.edu/resolver/1840.16/783

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


NSYSU

5. Huang, An-chi. Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators.

Degree: Master, Electrical Engineering, 2018, NSYSU

 With the development of semiconductor technology and microânano technology in recent times, a solidly mounted resonator (SMR) has been used as a stable piezoelectric microelectromechanical… (more)

Subjects/Keywords: Lateral field excitation; Coplanar electrode; Solidly mounted resonators; Longitudinal mode; Shear mode; ZnO

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Huang, A. (2018). Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators. (Thesis). NSYSU. Retrieved from http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701118-110524

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, An-chi. “Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators.” 2018. Thesis, NSYSU. Accessed September 21, 2018. http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701118-110524.

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

MLA Handbook (7th Edition):

Huang, An-chi. “Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators.” 2018. Web. 21 Sep 2018.

Vancouver:

Huang A. Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators. [Internet] [Thesis]. NSYSU; 2018. [cited 2018 Sep 21]. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701118-110524.

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

Council of Science Editors:

Huang A. Study of longitudinal mode and shear mode by lateral field excitation with ZnO based solidly mounted resonators. [Thesis]. NSYSU; 2018. Available from: http://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0701118-110524

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

6. Sieg, Ana Paula Antonello. Estudo de um sistema de laje com fôrma de aço incorporada.

Degree: Mestrado, Estruturas, 2015, University of São Paulo

Este trabalho trata do estudo de um novo perfil metálico a ser empregado como fôrma em lajes mistas (laje com fôrma de aço incorporada). A… (more)

Subjects/Keywords: "m-k method"; Cisalhamento longitudinal; Composite slabs; Composite structures; Estruturas mistas; Lajes com fôrma de aço incorporada; Lajes mistas; Longitudinal shear; Método "m-k"; Slab with embedded steel deck

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sieg, A. P. A. (2015). Estudo de um sistema de laje com fôrma de aço incorporada. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18134/tde-09092015-102117/ ;

Chicago Manual of Style (16th Edition):

Sieg, Ana Paula Antonello. “Estudo de um sistema de laje com fôrma de aço incorporada.” 2015. Masters Thesis, University of São Paulo. Accessed September 21, 2018. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-09092015-102117/ ;.

MLA Handbook (7th Edition):

Sieg, Ana Paula Antonello. “Estudo de um sistema de laje com fôrma de aço incorporada.” 2015. Web. 21 Sep 2018.

Vancouver:

Sieg APA. Estudo de um sistema de laje com fôrma de aço incorporada. [Internet] [Masters thesis]. University of São Paulo; 2015. [cited 2018 Sep 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-09092015-102117/ ;.

Council of Science Editors:

Sieg APA. Estudo de um sistema de laje com fôrma de aço incorporada. [Masters Thesis]. University of São Paulo; 2015. Available from: http://www.teses.usp.br/teses/disponiveis/18/18134/tde-09092015-102117/ ;


Virginia Tech

7. Piotter, Jason Matthew. Longitudinal Slab Splitting in Composite Girders.

Degree: Civil Engineering, 2001, Virginia Tech

LONGITUDINAL SLAB SPLITTING IN COMPOSITE GIRDERS By Jason M. Piotter Committee Chairman: W. Samuel Easterling Via Department of Civil and Environmental Engineering (ABSTRACT) Longitudinal slab… (more)

Subjects/Keywords: Composite Girders; Longitudinal Shear; Transverse Reinforcement; Composite Floor Systems; Longitudinal Splitting

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Piotter, J. M. (2001). Longitudinal Slab Splitting in Composite Girders. (Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31765

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):

Piotter, Jason Matthew. “Longitudinal Slab Splitting in Composite Girders.” 2001. Thesis, Virginia Tech. Accessed September 21, 2018. http://hdl.handle.net/10919/31765.

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

MLA Handbook (7th Edition):

Piotter, Jason Matthew. “Longitudinal Slab Splitting in Composite Girders.” 2001. Web. 21 Sep 2018.

Vancouver:

Piotter JM. Longitudinal Slab Splitting in Composite Girders. [Internet] [Thesis]. Virginia Tech; 2001. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/10919/31765.

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

Council of Science Editors:

Piotter JM. Longitudinal Slab Splitting in Composite Girders. [Thesis]. Virginia Tech; 2001. Available from: http://hdl.handle.net/10919/31765

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

8. Fontes, João Pedro Pires Bernardo Ramos. Lajes mistas de betão armado sobre chapa metálica colaborante.

Degree: 2016, RCAAP

O presente estudo tem como objetivo caracterizar o comportamento da interface aço-betão em lajes mistas formadas por chapa de aço colaborante sobre a qual é… (more)

Subjects/Keywords: Composite Slabs; Interface Steel-Concrete; Longitudinal Shear Resistance; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fontes, J. P. P. B. R. (2016). Lajes mistas de betão armado sobre chapa metálica colaborante. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/5472

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

Chicago Manual of Style (16th Edition):

Fontes, João Pedro Pires Bernardo Ramos. “Lajes mistas de betão armado sobre chapa metálica colaborante.” 2016. Thesis, RCAAP. Accessed September 21, 2018. https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/5472.

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

MLA Handbook (7th Edition):

Fontes, João Pedro Pires Bernardo Ramos. “Lajes mistas de betão armado sobre chapa metálica colaborante.” 2016. Web. 21 Sep 2018.

Vancouver:

Fontes JPPBR. Lajes mistas de betão armado sobre chapa metálica colaborante. [Internet] [Thesis]. RCAAP; 2016. [cited 2018 Sep 21]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/5472.

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

Council of Science Editors:

Fontes JPPBR. Lajes mistas de betão armado sobre chapa metálica colaborante. [Thesis]. RCAAP; 2016. Available from: https://www.rcaap.pt/detail.jsp?id=oai:ubibliorum.ubi.pt:10400.6/5472

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


University of Illinois – Urbana-Champaign

9. Banjavcic, Scott David. Understanding longitudinal ADCP measurements to determine water velocities for open channel flow.

Degree: PhD, Civil Engineering, 2018, University of Illinois – Urbana-Champaign

 Despite the advances in technology, the traditional standard of practice of measuring velocities in open channels relies on the historically proven methodology that was primarily… (more)

Subjects/Keywords: accoustic Doppler current profiler; ADCP; open channel flow, depth-averaged velocity, velocity profile, bed shear stress, longitudinal ADCP

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Banjavcic, S. D. (2018). Understanding longitudinal ADCP measurements to determine water velocities for open channel flow. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/100936

Chicago Manual of Style (16th Edition):

Banjavcic, Scott David. “Understanding longitudinal ADCP measurements to determine water velocities for open channel flow.” 2018. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed September 21, 2018. http://hdl.handle.net/2142/100936.

MLA Handbook (7th Edition):

Banjavcic, Scott David. “Understanding longitudinal ADCP measurements to determine water velocities for open channel flow.” 2018. Web. 21 Sep 2018.

Vancouver:

Banjavcic SD. Understanding longitudinal ADCP measurements to determine water velocities for open channel flow. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2018. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/2142/100936.

Council of Science Editors:

Banjavcic SD. Understanding longitudinal ADCP measurements to determine water velocities for open channel flow. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2018. Available from: http://hdl.handle.net/2142/100936


Brno University of Technology

10. Holomek, Josef. Smyková únosnost spřažených plechobetonových desek.

Degree: 2016, Brno University of Technology

 Předmětem předkládané dizertační práce je experimentální i teoretický výzkum spřažených plechobetonových desek. Práce se zabývá také tvorbou numerických modelů spřažených desek. Návrh nových typů spřažených… (more)

Subjects/Keywords: plechobetonová deska; podélný smyk; spřahovací prostředky; Slip-Block Test; Simplified Method; Built-up Bars; malé smykové testy; numerický model; composite slab; longitudinal shear; shear anchor; Slip-Block Test; Simplified Method; Built-up Bars; small scale shear test; numerical model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Holomek, J. (2016). Smyková únosnost spřažených plechobetonových desek. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/69157

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):

Holomek, Josef. “Smyková únosnost spřažených plechobetonových desek. ” 2016. Thesis, Brno University of Technology. Accessed September 21, 2018. http://hdl.handle.net/11012/69157.

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

MLA Handbook (7th Edition):

Holomek, Josef. “Smyková únosnost spřažených plechobetonových desek. ” 2016. Web. 21 Sep 2018.

Vancouver:

Holomek J. Smyková únosnost spřažených plechobetonových desek. [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/11012/69157.

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

Council of Science Editors:

Holomek J. Smyková únosnost spřažených plechobetonových desek. [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/69157

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

11. Merryfield, Greg. New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems.

Degree: MA, Civil and Environmental Engineering, 2015, University of Windsor

  Composite floor systems consist of a concrete slab poured on steel sheets, supported over Open-Web Steel Joists (OWSJ); it is widely used in commercial… (more)

Subjects/Keywords: Composite Action; Composite Construction; Longitudinal Shear; Open Web Steel Joist; Shear Connector; Shear Studs

…in order to transfer the longitudinal shear forces between the deck and the supporting beam… …generating composite action. The connectors are designed to resist longitudinal shear which is… …predicting longitudinal shear stress which prompted further testing in composite flooring systems… …that as the shear span length increased, the longitudinal shear stress of slab decreased but… …x29; The m-k method for predicting longitudinal shear was found to be more conservative than… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Merryfield, G. (2015). New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems. (Masters Thesis). University of Windsor. Retrieved from http://scholar.uwindsor.ca/etd/5467

Chicago Manual of Style (16th Edition):

Merryfield, Greg. “New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems.” 2015. Masters Thesis, University of Windsor. Accessed September 21, 2018. http://scholar.uwindsor.ca/etd/5467.

MLA Handbook (7th Edition):

Merryfield, Greg. “New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems.” 2015. Web. 21 Sep 2018.

Vancouver:

Merryfield G. New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems. [Internet] [Masters thesis]. University of Windsor; 2015. [cited 2018 Sep 21]. Available from: http://scholar.uwindsor.ca/etd/5467.

Council of Science Editors:

Merryfield G. New Shear Connector for Open Web Steel Joist with Metal Deck and Concrete Slab Floor Systems. [Masters Thesis]. University of Windsor; 2015. Available from: http://scholar.uwindsor.ca/etd/5467

12. Mehmani, Yashar. Modeling single-phase flow and solute transport across scales.

Degree: Petroleum and Geosystems Engineering, 2014, University of Texas – Austin

 Flow and transport phenomena in the subsurface often span a wide range of length (nanometers to kilometers) and time (nanoseconds to years) scales, and frequently… (more)

Subjects/Keywords: Single-phase; Network modeling; Solute transport; Dispersion; Longitudinal dispersion; Transverse dispersion; Streamline splitting; Superposition; Domain decomposition; Mortar coupling; Hybrid modeling; Pore level mixing; Shear dispersion; Reactive transport; Mineral precipitation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mehmani, Y. (2014). Modeling single-phase flow and solute transport across scales. (Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/28475

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):

Mehmani, Yashar. “Modeling single-phase flow and solute transport across scales.” 2014. Thesis, University of Texas – Austin. Accessed September 21, 2018. http://hdl.handle.net/2152/28475.

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

MLA Handbook (7th Edition):

Mehmani, Yashar. “Modeling single-phase flow and solute transport across scales.” 2014. Web. 21 Sep 2018.

Vancouver:

Mehmani Y. Modeling single-phase flow and solute transport across scales. [Internet] [Thesis]. University of Texas – Austin; 2014. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/2152/28475.

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

Council of Science Editors:

Mehmani Y. Modeling single-phase flow and solute transport across scales. [Thesis]. University of Texas – Austin; 2014. Available from: http://hdl.handle.net/2152/28475

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


Colorado School of Mines

13. Prassetyo, Simon Heru. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.

Degree: PhD, Civil and Environmental Engineering, 2017, Colorado School of Mines

 In 1941, Belgian-born physicist Maurice Anthony Biot (1905-1985) developed the first equations that govern the coupled interactions between fluid flow and deformation in elastic porous… (more)

Subjects/Keywords: Deep tunnel in saturated ground; Longitudinal displacement profile; Shear behavior of rock joints; Hydro-mechanical analysis; Alternating direction explicit; Sequential coupling technique

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Prassetyo, S. H. (2017). Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. (Doctoral Dissertation). Colorado School of Mines. Retrieved from http://hdl.handle.net/11124/170680

Chicago Manual of Style (16th Edition):

Prassetyo, Simon Heru. “Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.” 2017. Doctoral Dissertation, Colorado School of Mines. Accessed September 21, 2018. http://hdl.handle.net/11124/170680.

MLA Handbook (7th Edition):

Prassetyo, Simon Heru. “Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique.” 2017. Web. 21 Sep 2018.

Vancouver:

Prassetyo SH. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. [Internet] [Doctoral dissertation]. Colorado School of Mines; 2017. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/11124/170680.

Council of Science Editors:

Prassetyo SH. Hydro-mechanical analysis of tunneling in saturated ground using a novel and efficient sequential coupling technique. [Doctoral Dissertation]. Colorado School of Mines; 2017. Available from: http://hdl.handle.net/11124/170680

14. Olsson, Daniel. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.

Degree: Physics, 2012, Umeå University

  As many of the world’s nuclear power plants are near the end of their supposed life span a need arise to assess the components… (more)

Subjects/Keywords: Numerical simulations; elastic media; wave propagation; concrete; impact loading; energy absorbing boundaries; longitudinal; primary wave; secondary wave; shear; Rayleigh damping; Rayleigh wave

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Olsson, D. (2012). Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. (Thesis). Umeå University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015

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):

Olsson, Daniel. “Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.” 2012. Thesis, Umeå University. Accessed September 21, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015.

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

MLA Handbook (7th Edition):

Olsson, Daniel. “Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading.” 2012. Web. 21 Sep 2018.

Vancouver:

Olsson D. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. [Internet] [Thesis]. Umeå University; 2012. [cited 2018 Sep 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015.

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

Council of Science Editors:

Olsson D. Numerical simulations of energy absorbing boundaries for elastic wave propagation in thick concrete structures subjected to impact loading. [Thesis]. Umeå University; 2012. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-58015

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


Ohio University

15. Semendary, Ali A. Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints.

Degree: PhD, Civil Engineering (Engineering and Technology), 2018, Ohio University

 Adjacent precast prestressed concrete box beam bridges have been used for short and medium spans for decades. This type of bridge is preferred due to… (more)

Subjects/Keywords: Civil Engineering; Box beam bridge; Shear key; Longitudinal crack; UHPC; Connection; Dowel bar; Truck load; Thermal load; Temperature; Moment distribution factor; Finite element modeling; Field test; Dynamic amplification factor

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Semendary, A. A. (2018). Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints. (Doctoral Dissertation). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314

Chicago Manual of Style (16th Edition):

Semendary, Ali A. “Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints.” 2018. Doctoral Dissertation, Ohio University. Accessed September 21, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314.

MLA Handbook (7th Edition):

Semendary, Ali A. “Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints.” 2018. Web. 21 Sep 2018.

Vancouver:

Semendary AA. Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints. [Internet] [Doctoral dissertation]. Ohio University; 2018. [cited 2018 Sep 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314.

Council of Science Editors:

Semendary AA. Behavior of Adjacent Prestressed Concrete Box Beam Bridges Containing Ultra High Performance Concrete (UHPC) Longitudinal Joints. [Doctoral Dissertation]. Ohio University; 2018. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1518181442348314


EPFL

16. Papastergiou, Dimitrios. Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading.

Degree: 2012, EPFL

 Steel-concrete composite bridges with twin-I steel girders and prefabricated slabs constitute an economical and competitive solution for small and medium bridge spans. In recent years… (more)

Subjects/Keywords: steel-concrete connections; longitudinal shear; interfaces; softening behaviour; confinement effect; cyclic loading; residual slip; fatigue limit; connexion acier-béton; cisaillement longitudinal; interfaces; comportement d'adoucissement; effet de confinement; chargement cyclique; glissement résiduel; limite de fatigue

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Papastergiou, D. (2012). Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/174668

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):

Papastergiou, Dimitrios. “Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading.” 2012. Thesis, EPFL. Accessed September 21, 2018. http://infoscience.epfl.ch/record/174668.

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

MLA Handbook (7th Edition):

Papastergiou, Dimitrios. “Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading.” 2012. Web. 21 Sep 2018.

Vancouver:

Papastergiou D. Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading. [Internet] [Thesis]. EPFL; 2012. [cited 2018 Sep 21]. Available from: http://infoscience.epfl.ch/record/174668.

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

Council of Science Editors:

Papastergiou D. Connections by Adhesion, Interlocking and Friction for Steel-Concrete Composite Bridges under Static and Cyclic Loading. [Thesis]. EPFL; 2012. Available from: http://infoscience.epfl.ch/record/174668

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


McMaster University

17. El-Ghazzi, Mohammed Nael. Longitudinal Shear Capacity of the Slabs of Composite Beams.

Degree: MEngr, 1972, McMaster University

No abstract is provided.

Thesis

Master of Engineering (MEngr)

Scope and contents: In this report, a method for calculating the longitudinal shear capacity of the… (more)

Subjects/Keywords: steel-concrete composite beam; longitudinal shear capacity; analysis of stresses; slab width; shear span

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

El-Ghazzi, M. N. (1972). Longitudinal Shear Capacity of the Slabs of Composite Beams. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/17702

Chicago Manual of Style (16th Edition):

El-Ghazzi, Mohammed Nael. “Longitudinal Shear Capacity of the Slabs of Composite Beams.” 1972. Masters Thesis, McMaster University. Accessed September 21, 2018. http://hdl.handle.net/11375/17702.

MLA Handbook (7th Edition):

El-Ghazzi, Mohammed Nael. “Longitudinal Shear Capacity of the Slabs of Composite Beams.” 1972. Web. 21 Sep 2018.

Vancouver:

El-Ghazzi MN. Longitudinal Shear Capacity of the Slabs of Composite Beams. [Internet] [Masters thesis]. McMaster University; 1972. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/11375/17702.

Council of Science Editors:

El-Ghazzi MN. Longitudinal Shear Capacity of the Slabs of Composite Beams. [Masters Thesis]. McMaster University; 1972. Available from: http://hdl.handle.net/11375/17702


Universitat Politècnica de Catalunya

18. Ferrer Ballester, Miquel. Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal.

Degree: Departament de Resistència de Materials i Estructures a l'Enginyeria, 2005, Universitat Politècnica de Catalunya

 The resistant failure of composite slabs is generally due to longitudinal slip between the profiled steel sheet and concrete. The main goal when designing sheets… (more)

Subjects/Keywords: profiled steel sheet; shear transfer; longitudinal slip; composite slabs; elementos finitos; chapa nervada de acero; transmisión rasante; deslizamiento longitudinal; losas mixtas; finite elements; 62; 620; 621; 624

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ferrer Ballester, M. (2005). Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal. (Thesis). Universitat Politècnica de Catalunya. Retrieved from http://hdl.handle.net/10803/6864

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):

Ferrer Ballester, Miquel. “Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal.” 2005. Thesis, Universitat Politècnica de Catalunya. Accessed September 21, 2018. http://hdl.handle.net/10803/6864.

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

MLA Handbook (7th Edition):

Ferrer Ballester, Miquel. “Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal.” 2005. Web. 21 Sep 2018.

Vancouver:

Ferrer Ballester M. Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2005. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/10803/6864.

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

Council of Science Editors:

Ferrer Ballester M. Estudio numérico y experimental de la interacción entre la chapa de acero y el hormigón para la mejora resistente de las losas mixtas frente al deslizamiento longitudinal. [Thesis]. Universitat Politècnica de Catalunya; 2005. Available from: http://hdl.handle.net/10803/6864

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

19. Orloff, Kenneth L. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.

Degree: MS, Engineering and Applied Science: Civil Engineering, 2017, University of Cincinnati

 The shear lag phenomenon in tension members has been researched and studied by many previous scholars. This thesis is an experimental study of the influence… (more)

Subjects/Keywords: Civil Engineering; tension members; shear lag effect; welded connections; longitudinal welds

…by longitudinal welds only.” The shear lag factor, U, for Case 4 is determined by the… …55 Chapter 5: Theoretical Shear Lag Factors… …48 Table 4.8: Experimental Shear Lag Factors – Plate Specimen… …50 Table 4.9: Experimental Shear Lag Factors – Angle Specimen… …51 Table 5.1: Theoretical Shear Lag Factors – Current AISC (2010) Provisions… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Orloff, K. L. (2017). An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369

Chicago Manual of Style (16th Edition):

Orloff, Kenneth L. “An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.” 2017. Masters Thesis, University of Cincinnati. Accessed September 21, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369.

MLA Handbook (7th Edition):

Orloff, Kenneth L. “An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections.” 2017. Web. 21 Sep 2018.

Vancouver:

Orloff KL. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. [Internet] [Masters thesis]. University of Cincinnati; 2017. [cited 2018 Sep 21]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369.

Council of Science Editors:

Orloff KL. An Experimental Study of the Influence of Eccentricity on Shear Lag Effects in Welded Connections. [Masters Thesis]. University of Cincinnati; 2017. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1491560125351369

20. Suraneni, Prannoy. Ultrasonic wave reflection measurements on self-compacting pastes and concretes.

Degree: MS, 0106, 2011, University of Illinois – Urbana-Champaign

 The objective of this study was to extend the use of combined longitudinal (P-wave) and shear (S-wave) ultrasonic wave reflection (UWR) to monitor the setting… (more)

Subjects/Keywords: Ultrasonic wave reflection; Shear wave; Longitudinal wave; Setting time; Self-compacting concrete; Partial debonding

…application of combined shear and longitudinal UWR to self-compacting pastes and concretes. An… …of cementitious materials, though not as 7 much as shear waves. The longitudinal wave… …x5D;. Since information is obtained both from shear and longitudinal waves, a study was… …undertaken in our lab to study early age properties of pastes using combined shear and longitudinal… …response of both shear and longitudinal waves was explained. Flocculation and segregation could… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Suraneni, P. (2011). Ultrasonic wave reflection measurements on self-compacting pastes and concretes. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/24123

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):

Suraneni, Prannoy. “Ultrasonic wave reflection measurements on self-compacting pastes and concretes.” 2011. Thesis, University of Illinois – Urbana-Champaign. Accessed September 21, 2018. http://hdl.handle.net/2142/24123.

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

MLA Handbook (7th Edition):

Suraneni, Prannoy. “Ultrasonic wave reflection measurements on self-compacting pastes and concretes.” 2011. Web. 21 Sep 2018.

Vancouver:

Suraneni P. Ultrasonic wave reflection measurements on self-compacting pastes and concretes. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2011. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/2142/24123.

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

Council of Science Editors:

Suraneni P. Ultrasonic wave reflection measurements on self-compacting pastes and concretes. [Thesis]. University of Illinois – Urbana-Champaign; 2011. Available from: http://hdl.handle.net/2142/24123

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

21. 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

…resistance of tapered steel plate girders with longitudinal stiffeners subjected to shear; The… …longitudinal stiffener under shear are presented. In the first part, devoted to the second… …plate girders with longitudinal stiffener subjected to shear. As it can be noticed, all papers… …Methodology Development of the research 1 3 5 6 13 2. SHEAR BUCKLING COEFFICIENT – PROPOSAL FOR… …15 16 17 19 20 20 21 21 22 27 27 29 31 3. TAPERED PLATE GIRDERS UNDER SHEAR: TESTS AND… 

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 September 21, 2018. 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. 21 Sep 2018.

Vancouver:

Bedynek A. Structural behaviour of tapered steel plate girders subjected to shear. [Internet] [Thesis]. Universitat Politècnica de Catalunya; 2014. [cited 2018 Sep 21]. 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

22. Συντζιρμά, Δέσποινα. Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ.

Degree: 2010, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ)

Subjects/Keywords: Σεισμική αποτίμηση; Κατασκευές, Υφιστάμενες; Παραμόρφωση, Ικανότητα; Αντοχή, Διατμητική; Βάση δεδομένων; Πειράματα; Λυγισμός διαμήκους οπλισμού; Αστοχίες; Seismic assessment; Structures, Existing; Deformation capacity; Shear strength; Experimental database; Tests; Buckling of longitudinal reinforcement; Modes of failure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Συντζιρμά, . . (2010). Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ. (Thesis). Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/19154

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):

Συντζιρμά, Δέσποινα. “Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ.” 2010. Thesis, Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ). Accessed September 21, 2018. http://hdl.handle.net/10442/hedi/19154.

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

MLA Handbook (7th Edition):

Συντζιρμά, Δέσποινα. “Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ.” 2010. Web. 21 Sep 2018.

Vancouver:

Συντζιρμά . Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ. [Internet] [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2010. [cited 2018 Sep 21]. Available from: http://hdl.handle.net/10442/hedi/19154.

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

Council of Science Editors:

Συντζιρμά . Αποτίμηση της σεισμικής επάρκειας υφιστάμενων κατασκευών: έμφαση σε στοιχεία Ο.Σ. [Thesis]. Democritus University of Thrace (DUTH); Δημοκρίτειο Πανεπιστήμιο Θράκης (ΔΠΘ); 2010. Available from: http://hdl.handle.net/10442/hedi/19154

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

.