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:(blast column concrete hinge plastic uhpc). Showing records 1 – 30 of 12059 total matches.

[1] [2] [3] [4] [5] … [402]

Search Limiters

Last 2 Years | English Only

Degrees

Levels

Languages

Country

▼ Search Limiters


University of Florida

1. Caldwell,Tricia A. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2011, University of Florida

 Given the prospective threat of a blast or impact load causing severe damage to a structural element or system, it is critical to investigate and… (more)

Subjects/Keywords: Axial loads; Beams; Blasts; Compressive strength; Concretes; Coordinate systems; Curvature; Plastics; Reinforced concrete; Steels; blast  – column  – concrete  – hinge  – plastic  – uhpc

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

A, C. (2011). Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0043402

Chicago Manual of Style (16th Edition):

A, Caldwell,Tricia. “Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.” 2011. Masters Thesis, University of Florida. Accessed December 11, 2019. http://ufdc.ufl.edu/UFE0043402.

MLA Handbook (7th Edition):

A, Caldwell,Tricia. “Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads.” 2011. Web. 11 Dec 2019.

Vancouver:

A C. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. [Internet] [Masters thesis]. University of Florida; 2011. [cited 2019 Dec 11]. Available from: http://ufdc.ufl.edu/UFE0043402.

Council of Science Editors:

A C. Plastic Hinge Behavior of Reinforced Concrete and Ultra High Performance Concrete Beam-Columns under Severe and Short Duration Dynamic Loads. [Masters Thesis]. University of Florida; 2011. Available from: http://ufdc.ufl.edu/UFE0043402


University of Ottawa

2. Dagenais, Frederic. Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading .

Degree: 2016, University of Ottawa

 Recent attacks and accidental explosions have demonstrated the necessity of ensuring the blast resistance of critical buildings and infrastructure in Canada such as federal and… (more)

Subjects/Keywords: Blast; UHPC; UHPFRC; steel fibres; concrete columns; shock tube

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Dagenais, F. (2016). Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/34316

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):

Dagenais, Frederic. “Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading .” 2016. Thesis, University of Ottawa. Accessed December 11, 2019. http://hdl.handle.net/10393/34316.

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

MLA Handbook (7th Edition):

Dagenais, Frederic. “Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading .” 2016. Web. 11 Dec 2019.

Vancouver:

Dagenais F. Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10393/34316.

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

Council of Science Editors:

Dagenais F. Performance of Ultra-High Performance Fiber Reinforced Concrete Columns Under Blast Loading . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/34316

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


University of Adelaide

3. Mellen, Phillip Roy. [EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading.

Degree: 2019, University of Adelaide

 Vehicle Bourne Improvised Explosive Devices (VBIEDs) are utilised globally by terrorist organisations and radical individuals to inflict mass casualties. Many of these casualties are caused… (more)

Subjects/Keywords: Blast; fragmentation; concrete; Vehicle Bourne Improvised Explosive Device; UHPC

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mellen, P. R. (2019). [EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/120507

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):

Mellen, Phillip Roy. “[EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading.” 2019. Thesis, University of Adelaide. Accessed December 11, 2019. http://hdl.handle.net/2440/120507.

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

MLA Handbook (7th Edition):

Mellen, Phillip Roy. “[EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading.” 2019. Web. 11 Dec 2019.

Vancouver:

Mellen PR. [EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading. [Internet] [Thesis]. University of Adelaide; 2019. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/2440/120507.

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

Council of Science Editors:

Mellen PR. [EMBARGOED] Investigation into the Material Response of Concretes when Subject to Blast and Fragment Loading. [Thesis]. University of Adelaide; 2019. Available from: http://hdl.handle.net/2440/120507

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


University of Ottawa

4. Lloyd, Alan Eric Walker. Blast Retrofit of Reinforced Concrete Columns .

Degree: 2015, University of Ottawa

 Explosives place large demands on the lateral load carrying capacity of structures. If these loads are applied on columns, the high pressure transient loads from… (more)

Subjects/Keywords: Blast; Explosive; Column; Reinforced concrete; Retrofit

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Lloyd, A. E. W. (2015). Blast Retrofit of Reinforced Concrete Columns . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/32389

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):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Thesis, University of Ottawa. Accessed December 11, 2019. http://hdl.handle.net/10393/32389.

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

MLA Handbook (7th Edition):

Lloyd, Alan Eric Walker. “Blast Retrofit of Reinforced Concrete Columns .” 2015. Web. 11 Dec 2019.

Vancouver:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10393/32389.

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

Council of Science Editors:

Lloyd AEW. Blast Retrofit of Reinforced Concrete Columns . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/32389

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


University of Southern California

5. Hwang, Young Seo. Three dimensional responses of a steel structure under blast loads.

Degree: PhD, Civil Engineering, 2010, University of Southern California

 The use of vehicle bombs by terrorists to attack building structures has become of increasing concern to structural engineers since the bombing of the marine… (more)

Subjects/Keywords: air blast; demand/capacity ratio; dynamic responses; earthquake; plastic hinge; story drift

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hwang, Y. S. (2010). Three dimensional responses of a steel structure under blast loads. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/425043/rec/7447

Chicago Manual of Style (16th Edition):

Hwang, Young Seo. “Three dimensional responses of a steel structure under blast loads.” 2010. Doctoral Dissertation, University of Southern California. Accessed December 11, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/425043/rec/7447.

MLA Handbook (7th Edition):

Hwang, Young Seo. “Three dimensional responses of a steel structure under blast loads.” 2010. Web. 11 Dec 2019.

Vancouver:

Hwang YS. Three dimensional responses of a steel structure under blast loads. [Internet] [Doctoral dissertation]. University of Southern California; 2010. [cited 2019 Dec 11]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/425043/rec/7447.

Council of Science Editors:

Hwang YS. Three dimensional responses of a steel structure under blast loads. [Doctoral Dissertation]. University of Southern California; 2010. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/425043/rec/7447


University of Kansas

6. Firat Alemdar, Zeynep. Plastic Hinging Behavior of Reinforced Concrete Bridge Columns.

Degree: PhD, Civil, Environmental, & Architectural Engineering, 2010, University of Kansas

 The location of inelastic deformations in reinforced concrete bridge columns has been examined to simulate the nonlinear response of bridge columns and estimate the ultimate… (more)

Subjects/Keywords: Civil engineering; Bridge column; Dynamic loading; Hinging regions; Photogrammetry; Plastic hinge length

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Firat Alemdar, Z. (2010). Plastic Hinging Behavior of Reinforced Concrete Bridge Columns. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/6284

Chicago Manual of Style (16th Edition):

Firat Alemdar, Zeynep. “Plastic Hinging Behavior of Reinforced Concrete Bridge Columns.” 2010. Doctoral Dissertation, University of Kansas. Accessed December 11, 2019. http://hdl.handle.net/1808/6284.

MLA Handbook (7th Edition):

Firat Alemdar, Zeynep. “Plastic Hinging Behavior of Reinforced Concrete Bridge Columns.” 2010. Web. 11 Dec 2019.

Vancouver:

Firat Alemdar Z. Plastic Hinging Behavior of Reinforced Concrete Bridge Columns. [Internet] [Doctoral dissertation]. University of Kansas; 2010. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1808/6284.

Council of Science Editors:

Firat Alemdar Z. Plastic Hinging Behavior of Reinforced Concrete Bridge Columns. [Doctoral Dissertation]. University of Kansas; 2010. Available from: http://hdl.handle.net/1808/6284


Florida International University

7. Shafieifar, Mohamadreza. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.

Degree: PhD, Civil Engineering, 2018, Florida International University

  Several connection details have been developed for the connection of precast cap beams to precast columns in Accelerated Bridge Construction (ABC) applications. Currently, the… (more)

Subjects/Keywords: Bridge; Precast; Connection; UHPC; Ultra High Performance Concrete; Column; Cap beam; Civil Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shafieifar, M. (2018). New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. (Doctoral Dissertation). Florida International University. Retrieved from https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045

Chicago Manual of Style (16th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Doctoral Dissertation, Florida International University. Accessed December 11, 2019. https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

MLA Handbook (7th Edition):

Shafieifar, Mohamadreza. “New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions.” 2018. Web. 11 Dec 2019.

Vancouver:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Internet] [Doctoral dissertation]. Florida International University; 2018. [cited 2019 Dec 11]. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045.

Council of Science Editors:

Shafieifar M. New Connection Details to Connect Precast Cap Beams to Precast Columns Using Ultra High Performance Concrete (UHPC) for Seismic and Non-seismic Regions. [Doctoral Dissertation]. Florida International University; 2018. Available from: https://digitalcommons.fiu.edu/etd/3857 ; FIDC007045

8. Shirmohammadi, Fatemeh. Effect of load pattern and history on performance of reinforced concrete columns.

Degree: PhD, Civil Engineering, 2015, Kansas State University

 Accurate and realistic assessment of the performance of columns in general, and those in critical locations that may cause progressive failure of the entire structure,… (more)

Subjects/Keywords: Reinforced concrete column; Plastic hinge; Loading pattern; Cyclic and monotonic behavior; Engineering (0537)

…analyze the performance of a reinforced concrete column under any load and displacement path… …23 2-4 Material and Plastic Hinge Models… …65 2-4-3 Plastic Hinge Models… …149 3-7 Developing New Model for Circular Concrete Column Confined by FRP and Conventional… …83 Figure ‎2-19 Determination of plastic hinge length based on bending moment diagrams… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Shirmohammadi, F. (2015). Effect of load pattern and history on performance of reinforced concrete columns. (Doctoral Dissertation). Kansas State University. Retrieved from http://hdl.handle.net/2097/20448

Chicago Manual of Style (16th Edition):

Shirmohammadi, Fatemeh. “Effect of load pattern and history on performance of reinforced concrete columns.” 2015. Doctoral Dissertation, Kansas State University. Accessed December 11, 2019. http://hdl.handle.net/2097/20448.

MLA Handbook (7th Edition):

Shirmohammadi, Fatemeh. “Effect of load pattern and history on performance of reinforced concrete columns.” 2015. Web. 11 Dec 2019.

Vancouver:

Shirmohammadi F. Effect of load pattern and history on performance of reinforced concrete columns. [Internet] [Doctoral dissertation]. Kansas State University; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/2097/20448.

Council of Science Editors:

Shirmohammadi F. Effect of load pattern and history on performance of reinforced concrete columns. [Doctoral Dissertation]. Kansas State University; 2015. Available from: http://hdl.handle.net/2097/20448


Universidade Nova

9. Pereira, Tiago Miguel Nico. Experimental Campaign Addressing Lap-Splices under Cyclic Loading.

Degree: 2017, Universidade Nova

 Many existing bridges were built before modern seismic design guidelines were written. This means that particularly in countries with moderate seismicity where another type of… (more)

Subjects/Keywords: Reinforced concrete; Lap-splices; Plastic hinge; Experimental Campaign; Cyclic Loading; 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):

Pereira, T. M. N. (2017). Experimental Campaign Addressing Lap-Splices under Cyclic Loading. (Thesis). Universidade Nova. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/27891

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):

Pereira, Tiago Miguel Nico. “Experimental Campaign Addressing Lap-Splices under Cyclic Loading.” 2017. Thesis, Universidade Nova. Accessed December 11, 2019. https://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/27891.

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

MLA Handbook (7th Edition):

Pereira, Tiago Miguel Nico. “Experimental Campaign Addressing Lap-Splices under Cyclic Loading.” 2017. Web. 11 Dec 2019.

Vancouver:

Pereira TMN. Experimental Campaign Addressing Lap-Splices under Cyclic Loading. [Internet] [Thesis]. Universidade Nova; 2017. [cited 2019 Dec 11]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/27891.

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

Council of Science Editors:

Pereira TMN. Experimental Campaign Addressing Lap-Splices under Cyclic Loading. [Thesis]. Universidade Nova; 2017. Available from: https://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/27891

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


University of Kansas

10. Burgos-Ganuza, Erick Antonio. Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement.

Degree: PhD, Civil, Environmental & Architectural Engineering, 2018, University of Kansas

 This study examined the effects of the mechanical properties of high-strength reinforcement on the seismic behavior of concrete walls. The primary variables were the yield… (more)

Subjects/Keywords: Civil engineering; Earthquake resistant; Experimental tests; High-strength steel; Plastic hinge model; Reinforced concrete; Structural walls

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Burgos-Ganuza, E. A. (2018). Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement. (Doctoral Dissertation). University of Kansas. Retrieved from http://hdl.handle.net/1808/27761

Chicago Manual of Style (16th Edition):

Burgos-Ganuza, Erick Antonio. “Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement.” 2018. Doctoral Dissertation, University of Kansas. Accessed December 11, 2019. http://hdl.handle.net/1808/27761.

MLA Handbook (7th Edition):

Burgos-Ganuza, Erick Antonio. “Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement.” 2018. Web. 11 Dec 2019.

Vancouver:

Burgos-Ganuza EA. Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement. [Internet] [Doctoral dissertation]. University of Kansas; 2018. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1808/27761.

Council of Science Editors:

Burgos-Ganuza EA. Earthquake-Resistant T-Shaped Concrete Walls with High-Strength Reinforcement. [Doctoral Dissertation]. University of Kansas; 2018. Available from: http://hdl.handle.net/1808/27761


Delft University of Technology

11. Bigaj, A.J. Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs.

Degree: 1999, Delft University of Technology

Subjects/Keywords: reinforced concrete; plastic hinge; size dependence; reinforcing steel; bond

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bigaj, A. J. (1999). Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b

Chicago Manual of Style (16th Edition):

Bigaj, A J. “Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs.” 1999. Doctoral Dissertation, Delft University of Technology. Accessed December 11, 2019. http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b.

MLA Handbook (7th Edition):

Bigaj, A J. “Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs.” 1999. Web. 11 Dec 2019.

Vancouver:

Bigaj AJ. Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs. [Internet] [Doctoral dissertation]. Delft University of Technology; 1999. [cited 2019 Dec 11]. Available from: http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b.

Council of Science Editors:

Bigaj AJ. Structural dependence of rotations capacity of plastic hinges in R.C. beams and slobs. [Doctoral Dissertation]. Delft University of Technology; 1999. Available from: http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; urn:NBN:nl:ui:24-uuid:f7b89645-75f5-463a-bec5-7da4afeb537b ; http://resolver.tudelft.nl/uuid:f7b89645-75f5-463a-bec5-7da4afeb537b


Delft University of Technology

12. Paskvalin, A. Application of Ultra High Performance Concrete in the new Leiden Bridge:.

Degree: 2015, Delft University of Technology

 A study has been performed in the application of Ultra High Performance Concrete (UHPC) in the new Leiden Bridge. It has been compared with normal… (more)

Subjects/Keywords: UHPC; Concrete; Bridges; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Paskvalin, A. (2015). Application of Ultra High Performance Concrete in the new Leiden Bridge:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204

Chicago Manual of Style (16th Edition):

Paskvalin, A. “Application of Ultra High Performance Concrete in the new Leiden Bridge:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 11, 2019. http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204.

MLA Handbook (7th Edition):

Paskvalin, A. “Application of Ultra High Performance Concrete in the new Leiden Bridge:.” 2015. Web. 11 Dec 2019.

Vancouver:

Paskvalin A. Application of Ultra High Performance Concrete in the new Leiden Bridge:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 11]. Available from: http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204.

Council of Science Editors:

Paskvalin A. Application of Ultra High Performance Concrete in the new Leiden Bridge:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:c35af959-603a-45c0-ae6c-093da6d61204


University of Florida

13. Stone, Michael A. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2017, University of Florida

 Increases in terrorism have led to more interest in protective structures and hardening current facilities. To aid this, new materials have been developed that are… (more)

Subjects/Keywords: concrete  – impact  – nsc  – uhpc  – uhpfrc

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Stone, M. A. (2017). Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0051812

Chicago Manual of Style (16th Edition):

Stone, Michael A. “Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.” 2017. Doctoral Dissertation, University of Florida. Accessed December 11, 2019. http://ufdc.ufl.edu/UFE0051812.

MLA Handbook (7th Edition):

Stone, Michael A. “Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact.” 2017. Web. 11 Dec 2019.

Vancouver:

Stone MA. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. [Internet] [Doctoral dissertation]. University of Florida; 2017. [cited 2019 Dec 11]. Available from: http://ufdc.ufl.edu/UFE0051812.

Council of Science Editors:

Stone MA. Investigation of Normal Strength and Ultra-High Performance Concrete Cylinder Failure Behavior under Impact. [Doctoral Dissertation]. University of Florida; 2017. Available from: http://ufdc.ufl.edu/UFE0051812

14. Constantin, Raluca-Tereza. Seismic behaviour and analysis of U-shaped RC walls.

Degree: 2016, EPFL

 In many countries of moderate to high seismicity, reinforced concrete (RC) core walls are used as lateral bracing systems in mid- to high-rise buildings where… (more)

Subjects/Keywords: U-shaped walls; diagonal loading; plastic hinge model; yield displacement; plastic hinge length

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Constantin, R. (2016). Seismic behaviour and analysis of U-shaped RC walls. (Thesis). EPFL. Retrieved from http://infoscience.epfl.ch/record/220876

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):

Constantin, Raluca-Tereza. “Seismic behaviour and analysis of U-shaped RC walls.” 2016. Thesis, EPFL. Accessed December 11, 2019. http://infoscience.epfl.ch/record/220876.

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

MLA Handbook (7th Edition):

Constantin, Raluca-Tereza. “Seismic behaviour and analysis of U-shaped RC walls.” 2016. Web. 11 Dec 2019.

Vancouver:

Constantin R. Seismic behaviour and analysis of U-shaped RC walls. [Internet] [Thesis]. EPFL; 2016. [cited 2019 Dec 11]. Available from: http://infoscience.epfl.ch/record/220876.

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

Council of Science Editors:

Constantin R. Seismic behaviour and analysis of U-shaped RC walls. [Thesis]. EPFL; 2016. Available from: http://infoscience.epfl.ch/record/220876

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


Penn State University

15. Seifert, Corinne Meredith. Simplified Numerical Bridge Model Subject to Blast Loads.

Degree: MS, Civil Engineering, 2014, Penn State University

 Damage to a pier column will take a bridge out-of-service, or worse, lead to a complete bridge failure. Besides the importance of civilian safety, maintaining… (more)

Subjects/Keywords: Bridge; Column; Blast; Numerical; Model

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Seifert, C. M. (2014). Simplified Numerical Bridge Model Subject to Blast Loads. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/22107

Chicago Manual of Style (16th Edition):

Seifert, Corinne Meredith. “Simplified Numerical Bridge Model Subject to Blast Loads.” 2014. Masters Thesis, Penn State University. Accessed December 11, 2019. https://etda.libraries.psu.edu/catalog/22107.

MLA Handbook (7th Edition):

Seifert, Corinne Meredith. “Simplified Numerical Bridge Model Subject to Blast Loads.” 2014. Web. 11 Dec 2019.

Vancouver:

Seifert CM. Simplified Numerical Bridge Model Subject to Blast Loads. [Internet] [Masters thesis]. Penn State University; 2014. [cited 2019 Dec 11]. Available from: https://etda.libraries.psu.edu/catalog/22107.

Council of Science Editors:

Seifert CM. Simplified Numerical Bridge Model Subject to Blast Loads. [Masters Thesis]. Penn State University; 2014. Available from: https://etda.libraries.psu.edu/catalog/22107


University of Texas – Austin

16. -8781-1820. Development and laboratory testing of Ultra High Performance Concrete.

Degree: MSin Engineering, Civil Engineering, 2016, University of Texas – Austin

 Ultra-High Performance Concrete (UHPC) is an emerging material technology that exhibits a combination of high compressive strength, high tensile strength, high toughness and ductility, and… (more)

Subjects/Keywords: Concrete; Ultra High Performance Concrete; UHPC; Mechanical testing; Strain hardening concrete; Ductal; UHPC bridge connections; UHPC closure pours; Nonproprietary

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-8781-1820. (2016). Development and laboratory testing of Ultra High Performance Concrete. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/47240

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Masters Thesis, University of Texas – Austin. Accessed December 11, 2019. http://hdl.handle.net/2152/47240.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-8781-1820. “Development and laboratory testing of Ultra High Performance Concrete.” 2016. Web. 11 Dec 2019.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Internet] [Masters thesis]. University of Texas – Austin; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/2152/47240.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-8781-1820. Development and laboratory testing of Ultra High Performance Concrete. [Masters Thesis]. University of Texas – Austin; 2016. Available from: http://hdl.handle.net/2152/47240

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


Delft University of Technology

17. Oostra, A.J. Ultra-high performance fiber-reinforced concrete in incremental bridge launching:.

Degree: 2015, Delft University of Technology

 Incremental bridge launching is one of the many ways in which a bridge can be constructed. In The Netherlands this method is not often used.… (more)

Subjects/Keywords: uhpc; concrete bridge; incrementally launched bridge

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Oostra, A. J. (2015). Ultra-high performance fiber-reinforced concrete in incremental bridge launching:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345

Chicago Manual of Style (16th Edition):

Oostra, A J. “Ultra-high performance fiber-reinforced concrete in incremental bridge launching:.” 2015. Masters Thesis, Delft University of Technology. Accessed December 11, 2019. http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345.

MLA Handbook (7th Edition):

Oostra, A J. “Ultra-high performance fiber-reinforced concrete in incremental bridge launching:.” 2015. Web. 11 Dec 2019.

Vancouver:

Oostra AJ. Ultra-high performance fiber-reinforced concrete in incremental bridge launching:. [Internet] [Masters thesis]. Delft University of Technology; 2015. [cited 2019 Dec 11]. Available from: http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345.

Council of Science Editors:

Oostra AJ. Ultra-high performance fiber-reinforced concrete in incremental bridge launching:. [Masters Thesis]. Delft University of Technology; 2015. Available from: http://resolver.tudelft.nl/uuid:b25a445c-dbd3-48a2-acca-008a83d06345


Mississippi State University

18. Scott, Dylan Andrew. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.

Degree: MS, Mechanical Engineering, 2017, Mississippi State University

 By adding annealed plain carbon steel fibers and stainless steel fibers into Ultra-High Performance Concrete (UHPC), we have increased UHPCs toughness through optimized thermal processing… (more)

Subjects/Keywords: UHPC; steel fiber reinforcement; fiber reinforced concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Scott, D. A. (2017). Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;

Chicago Manual of Style (16th Edition):

Scott, Dylan Andrew. “Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.” 2017. Masters Thesis, Mississippi State University. Accessed December 11, 2019. http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;.

MLA Handbook (7th Edition):

Scott, Dylan Andrew. “Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete.” 2017. Web. 11 Dec 2019.

Vancouver:

Scott DA. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. [Internet] [Masters thesis]. Mississippi State University; 2017. [cited 2019 Dec 11]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;.

Council of Science Editors:

Scott DA. Introducing new energy dissipation mechanisms for steel fiber reinforcement in ultra-high performance concrete. [Masters Thesis]. Mississippi State University; 2017. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-10262017-160054/ ;


Queensland University of Technology

19. Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.

Degree: 2010, Queensland University of Technology

 Terrorists usually target high occupancy iconic and public buildings using vehicle borne incendiary devices in order to claim a maximum number of lives and cause… (more)

Subjects/Keywords: blast analysis, dynamic analysis, numerical simulation, reinforced concrete framed buildings, global and local analysis, post blast damage analysis, residual capacity, damage index, finite element method, linear and non-linear structural analysis; concrete steel composite column, blast mitigation design methods, blast influence region, near field blast events, multi-layer reinforcement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jayasooriya, J. H. A. R. (2010). Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/67925/

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):

Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. “Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.” 2010. Thesis, Queensland University of Technology. Accessed December 11, 2019. https://eprints.qut.edu.au/67925/.

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

MLA Handbook (7th Edition):

Jayasooriya, Jayasooriya Hevavitharanage Aruna Ruwan. “Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events.” 2010. Web. 11 Dec 2019.

Vancouver:

Jayasooriya JHAR. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. [Internet] [Thesis]. Queensland University of Technology; 2010. [cited 2019 Dec 11]. Available from: https://eprints.qut.edu.au/67925/.

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

Council of Science Editors:

Jayasooriya JHAR. Vulnerability and damage analysis of reinforced concrete framed buildings subjected to near field blast events. [Thesis]. Queensland University of Technology; 2010. Available from: https://eprints.qut.edu.au/67925/

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

20. Guertin-Normoyle, Corey. Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads .

Degree: 2018, University of Ottawa

 Modern day structures are reaching higher, spanning longer and undergoing new design methods. In addition to regular loads, it is becoming increasingly important to consider… (more)

Subjects/Keywords: Blast; UHPC; Beam; SDOF

…the Blast Peformance of High Strength Fibre Reinforced Concrete Beams, 2016))… …178 Figure 8-16 Static Sensitivity Analysis Results: Plastic Hinge Length (Series 1… …179 Figure 8-17 Static Sensitivity Analysis Results: Plastic Hinge Length (Series 2& 3… …96 Table 6-10 UHPC-2%A-20M-NSR-0 Acquired Blast Data… …Series 1) 178 Table 8-9 Static Sensitivity Analysis: Plastic Hinge Length Models (… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Guertin-Normoyle, C. (2018). Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/37093

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):

Guertin-Normoyle, Corey. “Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads .” 2018. Thesis, University of Ottawa. Accessed December 11, 2019. http://hdl.handle.net/10393/37093.

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

MLA Handbook (7th Edition):

Guertin-Normoyle, Corey. “Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads .” 2018. Web. 11 Dec 2019.

Vancouver:

Guertin-Normoyle C. Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads . [Internet] [Thesis]. University of Ottawa; 2018. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10393/37093.

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

Council of Science Editors:

Guertin-Normoyle C. Blast Performance of Ultra-High Performance Concrete Beams Tested Under Shock-Tube Induced Loads . [Thesis]. University of Ottawa; 2018. Available from: http://hdl.handle.net/10393/37093

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


University of Ottawa

21. De Carufel, Sarah. Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns .

Degree: 2016, University of Ottawa

 Previous events have demonstrated the vulnerability of reinforced concrete infrastructure to blast loading. In buildings, ground-story columns are key structural components, and their failure can… (more)

Subjects/Keywords: Blast; Columns; UHPC; Stainless steel; high strength steel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

De Carufel, S. (2016). Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35380

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):

De Carufel, Sarah. “Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns .” 2016. Thesis, University of Ottawa. Accessed December 11, 2019. http://hdl.handle.net/10393/35380.

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

MLA Handbook (7th Edition):

De Carufel, Sarah. “Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns .” 2016. Web. 11 Dec 2019.

Vancouver:

De Carufel S. Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10393/35380.

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

Council of Science Editors:

De Carufel S. Effect of High-Performance Steel Materials on the Blast Behaviour of Ultra-High Performance Concrete Columns . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35380

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


Stellenbosch University

22. Zang, Jin. Developing non-heat treated UHPC in South Africa.

Degree: PhD, Civil Engineering, 2015, Stellenbosch University

 ENGLISH ASTRACT: The very high strength, enhanced ductility and long-term durability of ultra-high performance concrete (UHPC) makes it an ideal material to be used for… (more)

Subjects/Keywords: UHPC  – Non-heat treated; Ultra-high Performance Concrete (UHPC)  – South Africa; UCTD

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zang, J. (2015). Developing non-heat treated UHPC in South Africa. (Doctoral Dissertation). Stellenbosch University. Retrieved from http://hdl.handle.net/10019.1/96699

Chicago Manual of Style (16th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Doctoral Dissertation, Stellenbosch University. Accessed December 11, 2019. http://hdl.handle.net/10019.1/96699.

MLA Handbook (7th Edition):

Zang, Jin. “Developing non-heat treated UHPC in South Africa.” 2015. Web. 11 Dec 2019.

Vancouver:

Zang J. Developing non-heat treated UHPC in South Africa. [Internet] [Doctoral dissertation]. Stellenbosch University; 2015. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10019.1/96699.

Council of Science Editors:

Zang J. Developing non-heat treated UHPC in South Africa. [Doctoral Dissertation]. Stellenbosch University; 2015. Available from: http://hdl.handle.net/10019.1/96699


University of Cambridge

23. Fallon, Chanel. Blast and impact response of elastomer-coated concrete .

Degree: 2019, University of Cambridge

 With global security concerns at the forefront of political and industrial agendas, growing attention is being focused on strategies to protect critical infrastructure from the… (more)

Subjects/Keywords: blast; impact; concrete; elastomer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fallon, C. (2019). Blast and impact response of elastomer-coated concrete . (Thesis). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293247

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):

Fallon, Chanel. “Blast and impact response of elastomer-coated concrete .” 2019. Thesis, University of Cambridge. Accessed December 11, 2019. https://www.repository.cam.ac.uk/handle/1810/293247.

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

MLA Handbook (7th Edition):

Fallon, Chanel. “Blast and impact response of elastomer-coated concrete .” 2019. Web. 11 Dec 2019.

Vancouver:

Fallon C. Blast and impact response of elastomer-coated concrete . [Internet] [Thesis]. University of Cambridge; 2019. [cited 2019 Dec 11]. Available from: https://www.repository.cam.ac.uk/handle/1810/293247.

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

Council of Science Editors:

Fallon C. Blast and impact response of elastomer-coated concrete . [Thesis]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293247

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


University of Cambridge

24. Fallon, Chanel. Blast and impact response of elastomer-coated concrete.

Degree: PhD, 2019, University of Cambridge

 With global security concerns at the forefront of political and industrial agendas, growing attention is being focused on strategies to protect critical infrastructure from the… (more)

Subjects/Keywords: blast; impact; concrete; elastomer

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fallon, C. (2019). Blast and impact response of elastomer-coated concrete. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/293247 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782756

Chicago Manual of Style (16th Edition):

Fallon, Chanel. “Blast and impact response of elastomer-coated concrete.” 2019. Doctoral Dissertation, University of Cambridge. Accessed December 11, 2019. https://www.repository.cam.ac.uk/handle/1810/293247 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782756.

MLA Handbook (7th Edition):

Fallon, Chanel. “Blast and impact response of elastomer-coated concrete.” 2019. Web. 11 Dec 2019.

Vancouver:

Fallon C. Blast and impact response of elastomer-coated concrete. [Internet] [Doctoral dissertation]. University of Cambridge; 2019. [cited 2019 Dec 11]. Available from: https://www.repository.cam.ac.uk/handle/1810/293247 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782756.

Council of Science Editors:

Fallon C. Blast and impact response of elastomer-coated concrete. [Doctoral Dissertation]. University of Cambridge; 2019. Available from: https://www.repository.cam.ac.uk/handle/1810/293247 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.782756


Queens University

25. Qasrawi, Yazan. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .

Degree: Civil Engineering, 2014, Queens University

 Blasts and impacts are two of the severest loads a structure can experience. Blast experimenters, however, have observed that the load imparted to a circular… (more)

Subjects/Keywords: Concrete; FRP; Impact; CFFT; Blast

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Qasrawi, Y. (2014). The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/8588

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):

Qasrawi, Yazan. “The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .” 2014. Thesis, Queens University. Accessed December 11, 2019. http://hdl.handle.net/1974/8588.

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

MLA Handbook (7th Edition):

Qasrawi, Yazan. “The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading .” 2014. Web. 11 Dec 2019.

Vancouver:

Qasrawi Y. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . [Internet] [Thesis]. Queens University; 2014. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1974/8588.

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

Council of Science Editors:

Qasrawi Y. The Dynamic Response of Concrete Filled FRP Tubes Subjected to Blast and Impact Loading . [Thesis]. Queens University; 2014. Available from: http://hdl.handle.net/1974/8588

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


Brno University of Technology

26. Roudný, Tomáš. Statické řešení věžového vodojemu .

Degree: 2017, Brno University of Technology

 Práce se zabývá návrhem nosné konstrukce věžového vodojemu. Řešení obsahuje návrh a posouzení všech hlavních prvků vodojemu dle ČSN EN 1992 na 1. mezní stav… (more)

Subjects/Keywords: Vodojem; železobeton; předpjatý beton; dodatečné předpětí; deska; skořepina; sloup; vrubový kloub; protlačení; kotevní žebro; kanálek; kabel; kotva; zatížení; vrtaná pilota; omezení trhlin.; Watertower; reinforced concrete; prestressed concrete; post-tensioning; slab; shell; column; mesnager hinge; punching; anchor pillar; channel; cable; anchor; load; drilled pile; crack limitation.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Roudný, T. (2017). Statické řešení věžového vodojemu . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64322

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):

Roudný, Tomáš. “Statické řešení věžového vodojemu .” 2017. Thesis, Brno University of Technology. Accessed December 11, 2019. http://hdl.handle.net/11012/64322.

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

MLA Handbook (7th Edition):

Roudný, Tomáš. “Statické řešení věžového vodojemu .” 2017. Web. 11 Dec 2019.

Vancouver:

Roudný T. Statické řešení věžového vodojemu . [Internet] [Thesis]. Brno University of Technology; 2017. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/11012/64322.

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

Council of Science Editors:

Roudný T. Statické řešení věžového vodojemu . [Thesis]. Brno University of Technology; 2017. Available from: http://hdl.handle.net/11012/64322

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


Univerzitet u Beogradu

27. Mitić, Saša, 1966-. Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće.

Degree: Mašinski fakultet, 2013, Univerzitet u Beogradu

Mašinstvo - Motorna vozila / Mechanical Engineering - Motor Vehicles

Prevrtanje predstavlja jedan od najčešćih vidova autobuskih nezgoda. Parametri bezbednosti autobusa uzimaju u obzir, između… (more)

Subjects/Keywords: bus; passive safety; rollover; redirected design; plastic hinge; absorbed energy

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mitić, Saša, 1. (2013). Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće. (Thesis). Univerzitet u Beogradu. Retrieved from https://fedorabg.bg.ac.rs/fedora/get/o:6001/bdef:Content/get

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):

Mitić, Saša, 1966-. “Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće.” 2013. Thesis, Univerzitet u Beogradu. Accessed December 11, 2019. https://fedorabg.bg.ac.rs/fedora/get/o:6001/bdef:Content/get.

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

MLA Handbook (7th Edition):

Mitić, Saša, 1966-. “Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće.” 2013. Web. 11 Dec 2019.

Vancouver:

Mitić, Saša 1. Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće. [Internet] [Thesis]. Univerzitet u Beogradu; 2013. [cited 2019 Dec 11]. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6001/bdef:Content/get.

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

Council of Science Editors:

Mitić, Saša 1. Metodologija usmerenog projektovanja struktura autobusa u pogledu čvrstoće. [Thesis]. Univerzitet u Beogradu; 2013. Available from: https://fedorabg.bg.ac.rs/fedora/get/o:6001/bdef:Content/get

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


Penn State University

28. Coughlin, Andrew M. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.

Degree: MS, Civil Engineering, 2008, Penn State University

 Among the measures used to protect personnel from terrorist attacks are massive concrete vehicle barriers which form a perimeter around the protected establishment. Typical concrete(more)

Subjects/Keywords: fiber reinforced concrete; barrier; blast; concrete; polyurea

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Coughlin, A. M. (2008). Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/8665

Chicago Manual of Style (16th Edition):

Coughlin, Andrew M. “Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.” 2008. Masters Thesis, Penn State University. Accessed December 11, 2019. https://etda.libraries.psu.edu/catalog/8665.

MLA Handbook (7th Edition):

Coughlin, Andrew M. “Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers.” 2008. Web. 11 Dec 2019.

Vancouver:

Coughlin AM. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. [Internet] [Masters thesis]. Penn State University; 2008. [cited 2019 Dec 11]. Available from: https://etda.libraries.psu.edu/catalog/8665.

Council of Science Editors:

Coughlin AM. Contact Charge Blast Performance of Fiber Reinforced and Polyurea Coated Concrete Vehicle Barriers. [Masters Thesis]. Penn State University; 2008. Available from: https://etda.libraries.psu.edu/catalog/8665


University of Canterbury

29. Hannah, Mark Alexander. Investigation of the design recommendations of reinforced concrete beam-column joints.

Degree: Civil Engineering, 2013, University of Canterbury

 A parametric analysis on 58 beam-column joint specimens has been conducted. The analysis considered 14 fundamental parameters in the design of each specimen and two… (more)

Subjects/Keywords: reinforced; concrete; beam; column; joint; beam-column

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hannah, M. A. (2013). Investigation of the design recommendations of reinforced concrete beam-column joints. (Thesis). University of Canterbury. Retrieved from http://hdl.handle.net/10092/10981

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):

Hannah, Mark Alexander. “Investigation of the design recommendations of reinforced concrete beam-column joints.” 2013. Thesis, University of Canterbury. Accessed December 11, 2019. http://hdl.handle.net/10092/10981.

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

MLA Handbook (7th Edition):

Hannah, Mark Alexander. “Investigation of the design recommendations of reinforced concrete beam-column joints.” 2013. Web. 11 Dec 2019.

Vancouver:

Hannah MA. Investigation of the design recommendations of reinforced concrete beam-column joints. [Internet] [Thesis]. University of Canterbury; 2013. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/10092/10981.

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

Council of Science Editors:

Hannah MA. Investigation of the design recommendations of reinforced concrete beam-column joints. [Thesis]. University of Canterbury; 2013. Available from: http://hdl.handle.net/10092/10981

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


University of Toronto

30. Tavassoli, Arjang. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.

Degree: 2013, University of Toronto

This study presents experimental results from nine large-scale circular concrete columns reinforced with longitudinal and transverse glass fiber-reinforced polymer (GFRP) bars. These specimens were tested… (more)

Subjects/Keywords: concrete column; GFRP reinforcement; 0543

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tavassoli, A. (2013). Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/42951

Chicago Manual of Style (16th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Masters Thesis, University of Toronto. Accessed December 11, 2019. http://hdl.handle.net/1807/42951.

MLA Handbook (7th Edition):

Tavassoli, Arjang. “Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure.” 2013. Web. 11 Dec 2019.

Vancouver:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Internet] [Masters thesis]. University of Toronto; 2013. [cited 2019 Dec 11]. Available from: http://hdl.handle.net/1807/42951.

Council of Science Editors:

Tavassoli A. Behaviour of GFRP Reinforced Concrete Columns under Combined Axial Load and Flexure. [Masters Thesis]. University of Toronto; 2013. Available from: http://hdl.handle.net/1807/42951

[1] [2] [3] [4] [5] … [402]

.