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:(LOAD BEARING CAPACITY STRUCTURAL STRENGTH STRUCTURAL ANALYSIS ). Showing records 1 – 30 of 109581 total matches.

[1] [2] [3] [4] [5] … [3653]

Search Limiters

Last 2 Years | English Only

Degrees

Languages

Country

▼ Search Limiters


ETH Zürich

1. Zwicky, Daia. Zur Tragfähigkeit stark vorgespannter Betonbalken.

Degree: 2002, ETH Zürich

Subjects/Keywords: BALKEN + TRÄGER (BAUSTATIK); SPANNBETON (BAUSTOFFE); TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); BEAMS (STRUCTURAL ANALYSIS); PRESTRESSED CONCRETE (BUILDING MATERIALS); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zwicky, D. (2002). Zur Tragfähigkeit stark vorgespannter Betonbalken. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/146966

Chicago Manual of Style (16th Edition):

Zwicky, Daia. “Zur Tragfähigkeit stark vorgespannter Betonbalken.” 2002. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/146966.

MLA Handbook (7th Edition):

Zwicky, Daia. “Zur Tragfähigkeit stark vorgespannter Betonbalken.” 2002. Web. 06 Dec 2019.

Vancouver:

Zwicky D. Zur Tragfähigkeit stark vorgespannter Betonbalken. [Internet] [Doctoral dissertation]. ETH Zürich; 2002. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/146966.

Council of Science Editors:

Zwicky D. Zur Tragfähigkeit stark vorgespannter Betonbalken. [Doctoral Dissertation]. ETH Zürich; 2002. Available from: http://hdl.handle.net/20.500.11850/146966


ETH Zürich

2. Narasimhan, Harikrishna. Assessment and determination of robustness of structures.

Degree: 2012, ETH Zürich

Subjects/Keywords: TRAGWERKSENTWURF (BAUSTATIK); TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); STABILITÄT VON BAUKONSTRUKTIONEN (BAUSTATIK); GEFAHRENUNTERSUCHUNG (SICHERHEIT UND GEFAHR); STRUCTURAL DESIGN (STRUCTURAL ANALYSIS); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); STRUCTURAL STABILITY (STRUCTURAL ANALYSIS); DANGER ASSESSMENT (DANGER AND SAFETY); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Narasimhan, H. (2012). Assessment and determination of robustness of structures. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/153361

Chicago Manual of Style (16th Edition):

Narasimhan, Harikrishna. “Assessment and determination of robustness of structures.” 2012. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/153361.

MLA Handbook (7th Edition):

Narasimhan, Harikrishna. “Assessment and determination of robustness of structures.” 2012. Web. 06 Dec 2019.

Vancouver:

Narasimhan H. Assessment and determination of robustness of structures. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/153361.

Council of Science Editors:

Narasimhan H. Assessment and determination of robustness of structures. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/153361


ETH Zürich

3. Bernasconi, Andrea. Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung.

Degree: 1996, ETH Zürich

Subjects/Keywords: TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); HOLZEIGENSCHAFTEN + HOLZPRÜFUNG (HOLZINDUSTRIE); BIEGEFESTIGKEIT (ELASTOMECHANIK); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); WOOD PROPERTIES + WOOD TESTING (TIMBER INDUSTRY); BENDING STRENGTH (ELASTOMECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bernasconi, A. (1996). Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/142559

Chicago Manual of Style (16th Edition):

Bernasconi, Andrea. “Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung.” 1996. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/142559.

MLA Handbook (7th Edition):

Bernasconi, Andrea. “Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung.” 1996. Web. 06 Dec 2019.

Vancouver:

Bernasconi A. Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung. [Internet] [Doctoral dissertation]. ETH Zürich; 1996. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/142559.

Council of Science Editors:

Bernasconi A. Tragverhalten von Holz senkrecht zur Faserrichtung mit unterschiedlicher Anordnung der Schub- und Biegearmierung. [Doctoral Dissertation]. ETH Zürich; 1996. Available from: http://hdl.handle.net/20.500.11850/142559


Indian Institute of Science

4. Kouzer, K M. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.

Degree: 2008, Indian Institute of Science

 The present thesis is an attempt to investigate the interference effects on the magnitudes of the ultimate failure loads for a group of closely spaced… (more)

Subjects/Keywords: Structural Analysis (Civil Engineering); Finite Element Analysis; Anchorage (Structural Engineering); Loads (Civil Engineering); Footings (Structural Engineering); Sandy Soils; Foundations - Bearing Capacity; Foundations (Civil Engineering)); Upper Bound Limit Analysis; Horizantal Anchors; Bearing Capacity Factor Ny; Multiple Strip Footings; Collapse Loads; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kouzer, K. M. (2008). Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1070

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):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Thesis, Indian Institute of Science. Accessed December 06, 2019. http://hdl.handle.net/2005/1070.

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

MLA Handbook (7th Edition):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Web. 06 Dec 2019.

Vancouver:

Kouzer KM. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2005/1070.

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

Council of Science Editors:

Kouzer KM. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/1070

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


ETH Zürich

5. Sommer, Aloïs. Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung.

Degree: 2000, ETH Zürich

Subjects/Keywords: HOCHBAUTRAGWERKE (BAUINGENIEURWESEN); ERDBEBENBELASTUNG (BAUSTATIK); TRAGWERKSBEMESSUNG (BAUSTATIK); TORSION (ELASTOMECHANIK); DUKTILITÄT (ELASTOMECHANIK); KAPAZITÄTSBEMESSUNG (BAUSTATIK); LOAD-BEARING STRUCTURES OF BUILDINGS (CIVIL ENGINEERING); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); TORSION (ELASTOMECHANICS); DUCTILITY (ELASTOMECHANICS); CAPACITY DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sommer, A. (2000). Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144738

Chicago Manual of Style (16th Edition):

Sommer, Aloïs. “Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung.” 2000. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/144738.

MLA Handbook (7th Edition):

Sommer, Aloïs. “Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung.” 2000. Web. 06 Dec 2019.

Vancouver:

Sommer A. Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/144738.

Council of Science Editors:

Sommer A. Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144738


Brno University of Technology

6. Balas, Jan. Komplexní diagnostika železobetonové konstrukce .

Degree: 2013, Brno University of Technology

 Diplomová práce se zabývá diagnostikou železobetonového trámového mostu u obce Bílčice. Cílem je provést prohlídku mostu, popsat poruchy a jejich příčiny, navrhnout a vyhodnotit diagnostické… (more)

Subjects/Keywords: trámový most; výztuž; beton; diagnostika; poruchy; koroze; statický výpočet; zatížitelnost; girder bridge; reinforcement; concrete; diagnostics; disorders; corrosion; structural analysis; load capacity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Balas, J. (2013). Komplexní diagnostika železobetonové konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29565

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):

Balas, Jan. “Komplexní diagnostika železobetonové konstrukce .” 2013. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/29565.

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

MLA Handbook (7th Edition):

Balas, Jan. “Komplexní diagnostika železobetonové konstrukce .” 2013. Web. 06 Dec 2019.

Vancouver:

Balas J. Komplexní diagnostika železobetonové konstrukce . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/29565.

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

Council of Science Editors:

Balas J. Komplexní diagnostika železobetonové konstrukce . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29565

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


University College Cork

7. Maidannyk, Valentyn. Strength analysis for understanding structural relaxations in food materials.

Degree: 2017, University College Cork

 Fundamental understanding of structural relaxation time is important in characterization of food materials. Various relationships, such as Arrhenius, VogelTammann-Fulcher (VTF), Williams-Landel-Ferry (WLF) and Angell’s fragility… (more)

Subjects/Keywords: Strength analysis; Structural relaxation; Glass transition

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Maidannyk, V. (2017). Strength analysis for understanding structural relaxations in food materials. (Thesis). University College Cork. Retrieved from http://hdl.handle.net/10468/5736

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):

Maidannyk, Valentyn. “Strength analysis for understanding structural relaxations in food materials.” 2017. Thesis, University College Cork. Accessed December 06, 2019. http://hdl.handle.net/10468/5736.

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

MLA Handbook (7th Edition):

Maidannyk, Valentyn. “Strength analysis for understanding structural relaxations in food materials.” 2017. Web. 06 Dec 2019.

Vancouver:

Maidannyk V. Strength analysis for understanding structural relaxations in food materials. [Internet] [Thesis]. University College Cork; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10468/5736.

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

Council of Science Editors:

Maidannyk V. Strength analysis for understanding structural relaxations in food materials. [Thesis]. University College Cork; 2017. Available from: http://hdl.handle.net/10468/5736

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


University of Ottawa

8. Han, Mengyu. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .

Degree: 2017, University of Ottawa

 Seismic isolation systems are widely used to protect reinforced concrete (RC) structures against the effects of strong ground motions. After a magnitude 6.6 earthquake, the… (more)

Subjects/Keywords: Rubber Bearing; Friction Pendulum Bearing; Viscous Damper; Structural Performance Analysis; Reinforced Concrete Frame; Seismic Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Han, M. (2017). Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35722

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):

Han, Mengyu. “Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .” 2017. Thesis, University of Ottawa. Accessed December 06, 2019. http://hdl.handle.net/10393/35722.

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

MLA Handbook (7th Edition):

Han, Mengyu. “Application of Base Isolation Systems to Reinforced Concrete Frame Buildings .” 2017. Web. 06 Dec 2019.

Vancouver:

Han M. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . [Internet] [Thesis]. University of Ottawa; 2017. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/10393/35722.

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

Council of Science Editors:

Han M. Application of Base Isolation Systems to Reinforced Concrete Frame Buildings . [Thesis]. University of Ottawa; 2017. Available from: http://hdl.handle.net/10393/35722

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


University of Manitoba

9. Pejhan, Khashayar. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.

Degree: Mechanical Engineering, 2016, University of Manitoba

Load transfer analysis deals with an important function of engineering structure, which is the ability of structure in transferring imposed loads to the supporting points.… (more)

Subjects/Keywords: Load Path; Load Transfer; U* index; Structural Analysis; Stress Analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pejhan, K. (2016). The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/32078

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):

Pejhan, Khashayar. “The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.” 2016. Thesis, University of Manitoba. Accessed December 06, 2019. http://hdl.handle.net/1993/32078.

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

MLA Handbook (7th Edition):

Pejhan, Khashayar. “The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components.” 2016. Web. 06 Dec 2019.

Vancouver:

Pejhan K. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. [Internet] [Thesis]. University of Manitoba; 2016. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1993/32078.

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

Council of Science Editors:

Pejhan K. The study of U* index theory for load transfer analysis and its application in design evaluation of vehicle components. [Thesis]. University of Manitoba; 2016. Available from: http://hdl.handle.net/1993/32078

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


ETH Zürich

10. Ghadimi Khasraghy, Sara. Numerical Simulation of Rockfall Protection Galleries.

Degree: 2011, ETH Zürich

Subjects/Keywords: STEINSCHLAG (GEOMORPHOLOGIE); MODELS IN CIVIL ENGINEERING; MODELLE IM UMWELTINGENIEURWESEN; MOUNTAINS (GEOMORPHOLOGY); FESTIGKEITSPRÜFUNG MIT SCHLAGARTIGER BEANSPRUCHUNG (MATERIALPRÜFUNG); MODELLE IM BAUINGENIEURWESEN; ROCKFALL PROTECTION GALLERIES (EARTHWORK CONSTRUCTION); BERGE (GEOMORPHOLOGIE); BERGGEBIETE + GEBIRGSREGIONEN (RAUMPLANUNG); TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); STRENGTH TESTING WITH IMPACT LOAD (MATERIALS TESTING); ROCK-FALL + ROCK-SLIDE (GEOMORPHOLOGY); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); MODELS IN ENVIRONMENTAL ENGINEERING; MOUNTAIN AREAS (PHYSICAL PLANNING); STEINSCHLAGGALERIEN (ERDBAU); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/550; Engineering & allied operations; Earth sciences

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ghadimi Khasraghy, S. (2011). Numerical Simulation of Rockfall Protection Galleries. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/60089

Chicago Manual of Style (16th Edition):

Ghadimi Khasraghy, Sara. “Numerical Simulation of Rockfall Protection Galleries.” 2011. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/60089.

MLA Handbook (7th Edition):

Ghadimi Khasraghy, Sara. “Numerical Simulation of Rockfall Protection Galleries.” 2011. Web. 06 Dec 2019.

Vancouver:

Ghadimi Khasraghy S. Numerical Simulation of Rockfall Protection Galleries. [Internet] [Doctoral dissertation]. ETH Zürich; 2011. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/60089.

Council of Science Editors:

Ghadimi Khasraghy S. Numerical Simulation of Rockfall Protection Galleries. [Doctoral Dissertation]. ETH Zürich; 2011. Available from: http://hdl.handle.net/20.500.11850/60089


Indian Institute of Science

11. Bhoi, Manas Kumar. The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement.

Degree: 2009, Indian Institute of Science

 Due to close proximity of different civil engineering structures, the ultimate bearing capacity and failure pattern of adjoining footings/anchors are often influenced by their mutual… (more)

Subjects/Keywords: Foundations (Civil Engineering); Loads (Civil Engineering); Strip Footings; Strip Anchors; Strip Footing - Bearing Capacity; Strip Footing - Electrical Settlement; Finite Element Analysis; Multiple Footings; Multiple Anchors; Strip Anchor; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Bhoi, M. K. (2009). The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/985

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):

Bhoi, Manas Kumar. “The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement.” 2009. Thesis, Indian Institute of Science. Accessed December 06, 2019. http://hdl.handle.net/2005/985.

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

MLA Handbook (7th Edition):

Bhoi, Manas Kumar. “The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement.” 2009. Web. 06 Dec 2019.

Vancouver:

Bhoi MK. The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/2005/985.

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

Council of Science Editors:

Bhoi MK. The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement. [Thesis]. Indian Institute of Science; 2009. Available from: http://hdl.handle.net/2005/985

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


ETH Zürich

12. Heinzmann, Daniel. Stringer-Tafelmodelle für Stahlbeton.

Degree: 2012, ETH Zürich

Subjects/Keywords: PLATES + SLABS (STRUCTURAL ANALYSIS); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); TRAGWERKSBEMESSUNG (BAUSTATIK); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); DEEP BEAMS + LOAD BEARING WALLS + DISKS (STRUCTURAL ANALYSIS); SCHEIBEN + TRAGWÄNDE + SCHEIBENTRAGWERKE (BAUSTATIK); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); BAUSTATISCHE MODELLE (BAUSTATIK); PLATTEN (BAUSTATIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Heinzmann, D. (2012). Stringer-Tafelmodelle für Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/52790

Chicago Manual of Style (16th Edition):

Heinzmann, Daniel. “Stringer-Tafelmodelle für Stahlbeton.” 2012. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/52790.

MLA Handbook (7th Edition):

Heinzmann, Daniel. “Stringer-Tafelmodelle für Stahlbeton.” 2012. Web. 06 Dec 2019.

Vancouver:

Heinzmann D. Stringer-Tafelmodelle für Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/52790.

Council of Science Editors:

Heinzmann D. Stringer-Tafelmodelle für Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/52790


University of North Texas

13. Xu, Ke. Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers.

Degree: 2010, University of North Texas

 In cold-formed steel (CFS) construction, bolted connections without washers for either oversized or slotted holes may significantly expedite the installation process and lower the cost.… (more)

Subjects/Keywords: Cold-formed steel; shear strength; slotted holes; bearing strength; oversized holes; connection; bolted; Building, Iron and steel.; Steel, Structural.; Bolted joints.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Xu, K. (2010). Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers. (Thesis). University of North Texas. Retrieved from https://digital.library.unt.edu/ark:/67531/metadc30530/

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):

Xu, Ke. “Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers.” 2010. Thesis, University of North Texas. Accessed December 06, 2019. https://digital.library.unt.edu/ark:/67531/metadc30530/.

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

MLA Handbook (7th Edition):

Xu, Ke. “Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers.” 2010. Web. 06 Dec 2019.

Vancouver:

Xu K. Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers. [Internet] [Thesis]. University of North Texas; 2010. [cited 2019 Dec 06]. Available from: https://digital.library.unt.edu/ark:/67531/metadc30530/.

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

Council of Science Editors:

Xu K. Cold-Formed Steel Bolted Connections Using Oversized and Slotted Holes without Washers. [Thesis]. University of North Texas; 2010. Available from: https://digital.library.unt.edu/ark:/67531/metadc30530/

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


ETH Zürich

14. Kott, Alexander. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.

Degree: 2006, ETH Zürich

Subjects/Keywords: TRAGFÄHIGKEIT + BAUWERKSFESTIGKEIT (BAUSTATIK); VERBUNDSICHERHEITSGLAS, SPLITTERFREIES GLAS (GLASTECHNOLOGIE); BAUGLAS + FENSTERGLAS (BAUSTOFFE); BIEGEFESTIGKEITSPRÜFUNG (MATERIALPRÜFUNG); BRUCH, BRUCHGEFÜGE, BRUCHFESTIGKEIT (MATERIALPRÜFUNG); LOAD BEARING CAPACITY + STRUCTURAL STRENGTH (STRUCTURAL ANALYSIS); LAMINATED GLASS, SAFETY GLASS (GLASS TECHNOLOGY); BUILDING GLASS + WINDOW GLASS (BUILDING MATERIALS); BENDING STRENGTH TESTS, FLEXURE TESTING (MATERIALS TESTING); FRACTURE, FRACTURE MECHANICS (MATERIALS TESTING); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/690; Engineering & allied operations; Buildings

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kott, A. (2006). Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/149211

Chicago Manual of Style (16th Edition):

Kott, Alexander. “Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.” 2006. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/149211.

MLA Handbook (7th Edition):

Kott, Alexander. “Zum Trag- und Resttragverhalten von Verbundsicherheitsglas.” 2006. Web. 06 Dec 2019.

Vancouver:

Kott A. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. [Internet] [Doctoral dissertation]. ETH Zürich; 2006. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/149211.

Council of Science Editors:

Kott A. Zum Trag- und Resttragverhalten von Verbundsicherheitsglas. [Doctoral Dissertation]. ETH Zürich; 2006. Available from: http://hdl.handle.net/20.500.11850/149211


Louisiana State University

15. Fesanghary, Mohammad. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.

Degree: PhD, Mechanical Engineering, 2013, Louisiana State University

 Bearings are basic and essential components of nearly all machinery. They must be designed to work under different loads, speeds, and environments. Of all the… (more)

Subjects/Keywords: Shape Optimization; Hydrodynamic; Load-Carrying Capacity; Bearing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Fesanghary, M. (2013). Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. (Doctoral Dissertation). Louisiana State University. Retrieved from etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644

Chicago Manual of Style (16th Edition):

Fesanghary, Mohammad. “Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.” 2013. Doctoral Dissertation, Louisiana State University. Accessed December 06, 2019. etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644.

MLA Handbook (7th Edition):

Fesanghary, Mohammad. “Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity.” 2013. Web. 06 Dec 2019.

Vancouver:

Fesanghary M. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. [Internet] [Doctoral dissertation]. Louisiana State University; 2013. [cited 2019 Dec 06]. Available from: etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644.

Council of Science Editors:

Fesanghary M. Topology and Shape Optimization of Hydrodynamically–Lubricated Bearings for Enhanced Load-Carrying Capacity. [Doctoral Dissertation]. Louisiana State University; 2013. Available from: etd-07022013-153313 ; https://digitalcommons.lsu.edu/gradschool_dissertations/1644


University of Florida

16. Patil, Abhishek. Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing.

Degree: MS, Mechanical Engineering - Mechanical and Aerospace Engineering, 2009, University of Florida

 The bendable UAV wing developed by researchers at the University of Florida has the ability to load stiffen in the positive load direction and at… (more)

Subjects/Keywords: Aircraft wings; Airfoil camber; Airfoils; Buckling; Eigenvalues; Load carrying capacity; Modeling; Remotely piloted vehicles; Structural deflection; Velocity; abhishek, analysis, bendable, buckling, expermiental, ifju, mav, patil, predictor, stress, tool, uav, ufl

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Patil, A. (2009). Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0025037

Chicago Manual of Style (16th Edition):

Patil, Abhishek. “Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing.” 2009. Masters Thesis, University of Florida. Accessed December 06, 2019. http://ufdc.ufl.edu/UFE0025037.

MLA Handbook (7th Edition):

Patil, Abhishek. “Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing.” 2009. Web. 06 Dec 2019.

Vancouver:

Patil A. Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing. [Internet] [Masters thesis]. University of Florida; 2009. [cited 2019 Dec 06]. Available from: http://ufdc.ufl.edu/UFE0025037.

Council of Science Editors:

Patil A. Buckling Analysis of a Bendable Composite Unmanned Air Vehicle Wing. [Masters Thesis]. University of Florida; 2009. Available from: http://ufdc.ufl.edu/UFE0025037


ETH Zürich

17. Monotti, Mario. Reinforced concrete slabs - compatibility limit design.

Degree: 2004, ETH Zürich

Subjects/Keywords: BETONPLATTEN (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); TRAGWERKSBEMESSUNG (BAUSTATIK); PLASTISCHE FORMÄNDERUNG (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); PLASTIC DEFORMATION (STRUCTURAL STATICS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Monotti, M. (2004). Reinforced concrete slabs - compatibility limit design. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148301

Chicago Manual of Style (16th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/148301.

MLA Handbook (7th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Web. 06 Dec 2019.

Vancouver:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/148301.

Council of Science Editors:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Doctoral Dissertation]. ETH Zürich; 2004. Available from: http://hdl.handle.net/20.500.11850/148301


ETH Zürich

18. Köhler, Jochen. Reliability of timber structures.

Degree: 2006, ETH Zürich

Subjects/Keywords: HOLZTRAGWERKE + HOLZKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUWERKSSICHERHEIT + TRAGWERKSSICHERHEIT (BAUSTATIK); TRAGWERKSBEMESSUNG (BAUSTATIK); TIMBER STRUCTURES + WOODEN STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL SAFETY (STRUCTURAL ANALYSIS); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Köhler, J. (2006). Reliability of timber structures. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/149180

Chicago Manual of Style (16th Edition):

Köhler, Jochen. “Reliability of timber structures.” 2006. Doctoral Dissertation, ETH Zürich. Accessed December 06, 2019. http://hdl.handle.net/20.500.11850/149180.

MLA Handbook (7th Edition):

Köhler, Jochen. “Reliability of timber structures.” 2006. Web. 06 Dec 2019.

Vancouver:

Köhler J. Reliability of timber structures. [Internet] [Doctoral dissertation]. ETH Zürich; 2006. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/20.500.11850/149180.

Council of Science Editors:

Köhler J. Reliability of timber structures. [Doctoral Dissertation]. ETH Zürich; 2006. Available from: http://hdl.handle.net/20.500.11850/149180


University of Manchester

19. Al-Haddad, Ala'A. Characterisation and performance of fibre-reinforced composite restorations.

Degree: PhD, 2015, University of Manchester

 In the modern era of metal-free minimally-invasive dentistry, there is a growing tendency toward using metal-free restorative alternatives that provide not only excellent aesthetics but… (more)

Subjects/Keywords: 617.6; Fibre-reinforced composite; Oral scanner; Tooth wear; microhardness; edge strength; Shear bond strength; fatigue; load bearing capacity; crown; Fixed partial denture; CAD/CAM; digital dentistry

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Haddad, A. (2015). Characterisation and performance of fibre-reinforced composite restorations. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794

Chicago Manual of Style (16th Edition):

Al-Haddad, Ala'A. “Characterisation and performance of fibre-reinforced composite restorations.” 2015. Doctoral Dissertation, University of Manchester. Accessed December 06, 2019. https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794.

MLA Handbook (7th Edition):

Al-Haddad, Ala'A. “Characterisation and performance of fibre-reinforced composite restorations.” 2015. Web. 06 Dec 2019.

Vancouver:

Al-Haddad A. Characterisation and performance of fibre-reinforced composite restorations. [Internet] [Doctoral dissertation]. University of Manchester; 2015. [cited 2019 Dec 06]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794.

Council of Science Editors:

Al-Haddad A. Characterisation and performance of fibre-reinforced composite restorations. [Doctoral Dissertation]. University of Manchester; 2015. Available from: https://www.research.manchester.ac.uk/portal/en/theses/characterisation-and-performance-of-fibrereinforced-composite-restorations(bdcc1685-a341-4b8a-9e4a-542467f4b321).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.677794


Georgia Tech

20. Ozgur, Cagri. Influence of cross-frame detailing on curved and skewed steel I-girder bridges.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 Curved and skewed I-girder bridges exhibit torsional displacements of the individual girders and of the overall bridge cross-section under dead loads. As a result, the… (more)

Subjects/Keywords: Steel dead load fit detailing; Fit-up; Total dead load fit detailing; No-load fit detailing; Construction engineering and analysis; Cross-frame detailing; Curved and skewed bridges; Steel bridges; Finite element analysis; Line-girder analysis; Layovers; Come-along forces; Bearing rotations; Temporary supports; Iron and steel bridges; Girders; Steel I-beams; Structural frames

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Ozgur, C. (2011). Influence of cross-frame detailing on curved and skewed steel I-girder bridges. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/42769

Chicago Manual of Style (16th Edition):

Ozgur, Cagri. “Influence of cross-frame detailing on curved and skewed steel I-girder bridges.” 2011. Doctoral Dissertation, Georgia Tech. Accessed December 06, 2019. http://hdl.handle.net/1853/42769.

MLA Handbook (7th Edition):

Ozgur, Cagri. “Influence of cross-frame detailing on curved and skewed steel I-girder bridges.” 2011. Web. 06 Dec 2019.

Vancouver:

Ozgur C. Influence of cross-frame detailing on curved and skewed steel I-girder bridges. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/1853/42769.

Council of Science Editors:

Ozgur C. Influence of cross-frame detailing on curved and skewed steel I-girder bridges. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/42769

21. Al-Huazy, Ali. Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting.

Degree: MS, Civil/Environmental Engineering, 2015, Old Dominion University

  This thesis presents the outcome of a theoretical and experimental study of Fiber Reinforce Polymer (FRP) beam-columns with uniaxial bending and including retrofitting. The… (more)

Subjects/Keywords: Beam-columns; Fiber reinforce polymer; FRP; Uniaxial bending; Retrofitting; Eccentric vertical load; Axial load; Strength; Civil Engineering; Structural Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Huazy, A. (2015). Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting. (Thesis). Old Dominion University. Retrieved from 9781339441573 ; https://digitalcommons.odu.edu/cee_etds/5

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):

Al-Huazy, Ali. “Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting.” 2015. Thesis, Old Dominion University. Accessed December 06, 2019. 9781339441573 ; https://digitalcommons.odu.edu/cee_etds/5.

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

MLA Handbook (7th Edition):

Al-Huazy, Ali. “Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting.” 2015. Web. 06 Dec 2019.

Vancouver:

Al-Huazy A. Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting. [Internet] [Thesis]. Old Dominion University; 2015. [cited 2019 Dec 06]. Available from: 9781339441573 ; https://digitalcommons.odu.edu/cee_etds/5.

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

Council of Science Editors:

Al-Huazy A. Experimental and Predicted Behavior of FRP Beam-Columns Including Retrofitting. [Thesis]. Old Dominion University; 2015. Available from: 9781339441573 ; https://digitalcommons.odu.edu/cee_etds/5

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


Brno University of Technology

22. Řeháček, Jakub. Výstavní pavilon .

Degree: 2015, Brno University of Technology

 Práce se zabývá návrhem a posouzením nosné konstrukce výstavního pavilonu na předměstí Brna. Konstrukce má tvar kopule vystavěné nad osmiúhelníkovým půdorysem s osmi příčnými výklenky.… (more)

Subjects/Keywords: dřevěná nosná konstrukce; kopule; pavilon; lepený vazník; rostlé dřevo; spoje; zatížení sněhem; zatížení větrem; timber load-bearing structural; doom; pavilion; laminated wood; solid wood; joints; snow load; wind load

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Řeháček, J. (2015). Výstavní pavilon . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/37741

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):

Řeháček, Jakub. “Výstavní pavilon .” 2015. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/37741.

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

MLA Handbook (7th Edition):

Řeháček, Jakub. “Výstavní pavilon .” 2015. Web. 06 Dec 2019.

Vancouver:

Řeháček J. Výstavní pavilon . [Internet] [Thesis]. Brno University of Technology; 2015. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/37741.

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

Council of Science Editors:

Řeháček J. Výstavní pavilon . [Thesis]. Brno University of Technology; 2015. Available from: http://hdl.handle.net/11012/37741

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


Luleå University of Technology

23. Panikulam, John Vincent. Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility.

Degree: 2014, Luleå University of Technology

Robotics in space has evolved in the past quarter century by a large extent enabling mankind to explore the far reaches of space and… (more)

Subjects/Keywords: Technology; Free floating; Robotics; Robotic arm; Control; Structural Analysis; Spacecraft; Spacecraft Docking; Air bearing; Teknik

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Panikulam, J. V. (2014). Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57237

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):

Panikulam, John Vincent. “Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility.” 2014. Thesis, Luleå University of Technology. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57237.

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

MLA Handbook (7th Edition):

Panikulam, John Vincent. “Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility.” 2014. Web. 06 Dec 2019.

Vancouver:

Panikulam JV. Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility. [Internet] [Thesis]. Luleå University of Technology; 2014. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57237.

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

Council of Science Editors:

Panikulam JV. Design, Analysis and Control of a Free-Floating Robotic Arm for Spacecraft Maneuvering and Docking Test Facility. [Thesis]. Luleå University of Technology; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57237

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


Uppsala University

24. Zhuk, Yuliya. Structural analysis of a recent rockslide in Southern Stockholm.

Degree: Solid Earth Geology, 2014, Uppsala University

  The present Bachelor thesis is written about a rock slide which took place in the southern part of Stockholm in the early 2000s. The… (more)

Subjects/Keywords: Structural analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Zhuk, Y. (2014). Structural analysis of a recent rockslide in Southern Stockholm. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117

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):

Zhuk, Yuliya. “Structural analysis of a recent rockslide in Southern Stockholm.” 2014. Thesis, Uppsala University. Accessed December 06, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117.

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

MLA Handbook (7th Edition):

Zhuk, Yuliya. “Structural analysis of a recent rockslide in Southern Stockholm.” 2014. Web. 06 Dec 2019.

Vancouver:

Zhuk Y. Structural analysis of a recent rockslide in Southern Stockholm. [Internet] [Thesis]. Uppsala University; 2014. [cited 2019 Dec 06]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117.

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

Council of Science Editors:

Zhuk Y. Structural analysis of a recent rockslide in Southern Stockholm. [Thesis]. Uppsala University; 2014. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-232117

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


Ryerson University

25. Sherir, Mohamed A. A. Self-healing cementitious composites incorporating innovative materials.

Degree: 2016, Ryerson University

 Discovering new cement based materials characterized by higher durability and longer service life is crucial for sustainable infrastructure. Engineered Cementitious Composite (ECC) with high potential… (more)

Subjects/Keywords: Structural analysis (Engineering); Strength of materials; Building materials; Cement; Concrete

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Sherir, M. A. A. (2016). Self-healing cementitious composites incorporating innovative materials. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A5791

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):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Thesis, Ryerson University. Accessed December 06, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

MLA Handbook (7th Edition):

Sherir, Mohamed A A. “Self-healing cementitious composites incorporating innovative materials.” 2016. Web. 06 Dec 2019.

Vancouver:

Sherir MAA. Self-healing cementitious composites incorporating innovative materials. [Internet] [Thesis]. Ryerson University; 2016. [cited 2019 Dec 06]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5791.

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

Council of Science Editors:

Sherir MAA. Self-healing cementitious composites incorporating innovative materials. [Thesis]. Ryerson University; 2016. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A5791

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


Oklahoma State University

26. Vaidya, Rohit. Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method.

Degree: Mechanical & Aerospace Engineering, 2012, Oklahoma State University

 Light weighting of PET bottles not only reduces material usage but also minimizes the impact on the environment. This has been a driving force behind… (more)

Subjects/Keywords: 3d scanning; bending; bottles; finite element methods; hoop strength; structural analysis

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Vaidya, R. (2012). Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method. (Thesis). Oklahoma State University. Retrieved from http://hdl.handle.net/11244/10081

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):

Vaidya, Rohit. “Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method.” 2012. Thesis, Oklahoma State University. Accessed December 06, 2019. http://hdl.handle.net/11244/10081.

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

MLA Handbook (7th Edition):

Vaidya, Rohit. “Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method.” 2012. Web. 06 Dec 2019.

Vancouver:

Vaidya R. Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method. [Internet] [Thesis]. Oklahoma State University; 2012. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11244/10081.

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

Council of Science Editors:

Vaidya R. Structural Analysis of Poly Ethylene Terephthalate Bottles Using the Finite Element Method. [Thesis]. Oklahoma State University; 2012. Available from: http://hdl.handle.net/11244/10081

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


Brno University of Technology

27. Pernová, Jana. Stavební průzkum a diagnostika konstrukce .

Degree: 2019, Brno University of Technology

 Cílem teoretické části diplomové práce je vypracování přehledu historického vývoje železobetonu a betonářských výztuží, včetně vypracování podrobné metodiky postupu posouzení stavu mostních konstrukci. Ta je… (more)

Subjects/Keywords: železobeton; betonářská výztuž; stavební průzkum; mostní prohlídka; diagnostický průzkum; georadar; profometr; sekaná sonda; statický výpočet; zatížitelnost; reinforced concrete; concrete reinforcement; structural survey; bridge survey; diagnostic survey; georadar; profometer; chopped probe; structural analysis; load capacity

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Pernová, J. (2019). Stavební průzkum a diagnostika konstrukce . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137889

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):

Pernová, Jana. “Stavební průzkum a diagnostika konstrukce .” 2019. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/137889.

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

MLA Handbook (7th Edition):

Pernová, Jana. “Stavební průzkum a diagnostika konstrukce .” 2019. Web. 06 Dec 2019.

Vancouver:

Pernová J. Stavební průzkum a diagnostika konstrukce . [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/137889.

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

Council of Science Editors:

Pernová J. Stavební průzkum a diagnostika konstrukce . [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137889

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


Brno University of Technology

28. Nosková, Denisa. Nosná konstrukce planetária v Šumperku .

Degree: 2013, Brno University of Technology

 Předmětem bakalářské práce je návrh a posouzení nosné konstrukce planetária nad kruhovým půdorysem. Konstrukce je uvažována ve tvaru polokoule s průměrem 26 metrů. Návrh kopule… (more)

Subjects/Keywords: dřevěná nosná konstrukce; ocelová nosná konstrukce; kopule; kupole; planetárium; geodetická kopule; Schwedlerova kopule; Föpplova kopule; timber load-bearing structural; steel load-bearing structural; dome; cupola; planetarium; geodesic dome; Schwedler dome; Föpple dome

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Nosková, D. (2013). Nosná konstrukce planetária v Šumperku . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/28611

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):

Nosková, Denisa. “Nosná konstrukce planetária v Šumperku .” 2013. Thesis, Brno University of Technology. Accessed December 06, 2019. http://hdl.handle.net/11012/28611.

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

MLA Handbook (7th Edition):

Nosková, Denisa. “Nosná konstrukce planetária v Šumperku .” 2013. Web. 06 Dec 2019.

Vancouver:

Nosková D. Nosná konstrukce planetária v Šumperku . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2019 Dec 06]. Available from: http://hdl.handle.net/11012/28611.

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

Council of Science Editors:

Nosková D. Nosná konstrukce planetária v Šumperku . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/28611

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


Iowa State University

29. AuYeung, Steven Joseph. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.

Degree: 2015, Iowa State University

 One of the leading causes of bridge failures within the United States is accidental vehicle collisions with the bridge pier. The focus of this research… (more)

Subjects/Keywords: Civil Engineering (Structural Engineering); Civil Engineering; Structural Engineering; Bridges; Bridge failures; Capacity; Demand; Design; Finite Element Analysis; Vehicle Collision; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

AuYeung, S. J. (2015). Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14763

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):

AuYeung, Steven Joseph. “Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.” 2015. Thesis, Iowa State University. Accessed December 06, 2019. https://lib.dr.iastate.edu/etd/14763.

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

MLA Handbook (7th Edition):

AuYeung, Steven Joseph. “Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions.” 2015. Web. 06 Dec 2019.

Vancouver:

AuYeung SJ. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. [Internet] [Thesis]. Iowa State University; 2015. [cited 2019 Dec 06]. Available from: https://lib.dr.iastate.edu/etd/14763.

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

Council of Science Editors:

AuYeung SJ. Performance-based design of reinforced concrete bridge piers subjected to vehicle collisions. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14763

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


Iowa State University

30. Jayathilaka, Sameera Tharanga. Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges.

Degree: 2018, Iowa State University

 Bridge deterioration and aging are important problems in the United States. According to the infrastructure report card from the American Society of Civil Engineers, as… (more)

Subjects/Keywords: Bridge deterioration; Capacity; Condition rating prediction; Load rating; Remaining life; Structural Health Monitoring (SHM); Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Jayathilaka, S. T. (2018). Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/16822

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):

Jayathilaka, Sameera Tharanga. “Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges.” 2018. Thesis, Iowa State University. Accessed December 06, 2019. https://lib.dr.iastate.edu/etd/16822.

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

MLA Handbook (7th Edition):

Jayathilaka, Sameera Tharanga. “Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges.” 2018. Web. 06 Dec 2019.

Vancouver:

Jayathilaka ST. Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges. [Internet] [Thesis]. Iowa State University; 2018. [cited 2019 Dec 06]. Available from: https://lib.dr.iastate.edu/etd/16822.

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

Council of Science Editors:

Jayathilaka ST. Condition based bridge management with SHM integration: A novel approach to remaining life estimation of bridges. [Thesis]. Iowa State University; 2018. Available from: https://lib.dr.iastate.edu/etd/16822

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

[1] [2] [3] [4] [5] … [3653]

.