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You searched for subject:(STAHLBETONKONSTRUKTIONEN STAHLBETONBAUTEN BAUKONSTRUKTIONSTEILE ). Showing records 1 – 30 of 62 total matches.

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ETH Zürich

1. Marti, Peter. Zur plastischen Berechnung von Stahlbeton.

Degree: 1980, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); PLASTISCHE FORMÄNDERUNG (ELASTOMECHANIK); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); PLASTIC DEFORMATION (ELASTOMECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Marti, P. (1980). Zur plastischen Berechnung von Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136951

Chicago Manual of Style (16th Edition):

Marti, Peter. “Zur plastischen Berechnung von Stahlbeton.” 1980. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/136951.

MLA Handbook (7th Edition):

Marti, Peter. “Zur plastischen Berechnung von Stahlbeton.” 1980. Web. 29 Jan 2020.

Vancouver:

Marti P. Zur plastischen Berechnung von Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 1980. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/136951.

Council of Science Editors:

Marti P. Zur plastischen Berechnung von Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 1980. Available from: http://hdl.handle.net/20.500.11850/136951


ETH Zürich

2. Trost, Burkhart. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.

Degree: 2017, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); ERDBEBENBELASTUNG (BAUSTATIK); STIFFENERS (STRUCTURAL ELEMENTS); ERDBEBENSICHERES BAUEN (BAUTENSCHUTZ); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); AUSSTEIFUNGEN (BAUKONSTRUKTIONSELEMENTE); EARTHQUAKE RESISTANT DESIGN (BUILDING PROTECTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Trost, B. (2017). Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/129565

Chicago Manual of Style (16th Edition):

Trost, Burkhart. “Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.” 2017. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/129565.

MLA Handbook (7th Edition):

Trost, Burkhart. “Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls.” 2017. Web. 29 Jan 2020.

Vancouver:

Trost B. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/129565.

Council of Science Editors:

Trost B. Interaction of sliding, shear and flexure in the seismic response of squat reinforced concrete shear walls. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/129565


ETH Zürich

3. Zweidler, Simon. Kraftfluss in Stahlbetonplatten.

Degree: 2015, ETH Zürich

Subjects/Keywords: PLATES + SLABS (STRUCTURAL ANALYSIS); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); PLATTEN (BAUSTATIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Zweidler, S. (2015). Kraftfluss in Stahlbetonplatten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/114731

Chicago Manual of Style (16th Edition):

Zweidler, Simon. “Kraftfluss in Stahlbetonplatten.” 2015. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/114731.

MLA Handbook (7th Edition):

Zweidler, Simon. “Kraftfluss in Stahlbetonplatten.” 2015. Web. 29 Jan 2020.

Vancouver:

Zweidler S. Kraftfluss in Stahlbetonplatten. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/114731.

Council of Science Editors:

Zweidler S. Kraftfluss in Stahlbetonplatten. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/114731


ETH Zürich

4. Herraiz Gómez, Borja. Robustness of flat slab structures subjected to a sudden column failure scenario.

Degree: 2016, ETH Zürich

Subjects/Keywords: BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); EINSTURZ + TOTALSCHADEN (BAUWERKSUNTERHALT); FLACHDECKEN (BAUSTATIK); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL STABILITY (STRUCTURAL ANALYSIS); COLLAPSE + TOTAL LOSS (BUILDING MAINTENANCE); STABILITÄT VON BAUKONSTRUKTIONEN (BAUSTATIK); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); FLAT SLABS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Herraiz Gómez, B. (2016). Robustness of flat slab structures subjected to a sudden column failure scenario. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/121334

Chicago Manual of Style (16th Edition):

Herraiz Gómez, Borja. “Robustness of flat slab structures subjected to a sudden column failure scenario.” 2016. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/121334.

MLA Handbook (7th Edition):

Herraiz Gómez, Borja. “Robustness of flat slab structures subjected to a sudden column failure scenario.” 2016. Web. 29 Jan 2020.

Vancouver:

Herraiz Gómez B. Robustness of flat slab structures subjected to a sudden column failure scenario. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/121334.

Council of Science Editors:

Herraiz Gómez B. Robustness of flat slab structures subjected to a sudden column failure scenario. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/121334


ETH Zürich

5. Lestuzzi, Pierino. Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung.

Degree: 2000, ETH Zürich

Subjects/Keywords: SCHEIBEN + TRAGWÄNDE + SCHEIBENTRAGWERKE (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); ERDBEBENBELASTUNG (BAUSTATIK); SCHWINGTISCHE (MATERIALPRÜFUNG); PLASTISCHE FORMÄNDERUNG (ELASTOMECHANIK); DEEP BEAMS + LOAD BEARING WALLS + DISKS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); VIBRATION TABLES (MATERIALS TESTING); PLASTIC DEFORMATION (ELASTOMECHANICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Lestuzzi, P. (2000). Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144793

Chicago Manual of Style (16th Edition):

Lestuzzi, Pierino. “Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/144793.

MLA Handbook (7th Edition):

Lestuzzi, Pierino. “Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung.” 2000. Web. 29 Jan 2020.

Vancouver:

Lestuzzi P. Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/144793.

Council of Science Editors:

Lestuzzi P. Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144793


ETH Zürich

6. 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

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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 January 29, 2020. http://hdl.handle.net/20.500.11850/148301.

MLA Handbook (7th Edition):

Monotti, Mario. “Reinforced concrete slabs - compatibility limit design.” 2004. Web. 29 Jan 2020.

Vancouver:

Monotti M. Reinforced concrete slabs - compatibility limit design. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2020 Jan 29]. 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

7. Bachmann, Hugo. Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken.

Degree: 1967, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); BALKEN + TRÄGER (BAUSTATIK); STATISCH UNBESTIMMTE BAUKONSTRUKTIONEN (BAUSTATIK); PLASTISCHE FORMÄNDERUNG (BAUSTATIK); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BEAMS (STRUCTURAL ANALYSIS); STATICALLY INDETERMINATE STRUCTURES (STRUCTURAL ANALYSIS); PLASTIC DEFORMATION (STRUCTURAL STATICS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Bachmann, H. (1967). Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136436

Chicago Manual of Style (16th Edition):

Bachmann, Hugo. “Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken.” 1967. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/136436.

MLA Handbook (7th Edition):

Bachmann, Hugo. “Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken.” 1967. Web. 29 Jan 2020.

Vancouver:

Bachmann H. Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken. [Internet] [Doctoral dissertation]. ETH Zürich; 1967. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/136436.

Council of Science Editors:

Bachmann H. Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken. [Doctoral Dissertation]. ETH Zürich; 1967. Available from: http://hdl.handle.net/20.500.11850/136436


ETH Zürich

8. Rahner, Kevin M. Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton.

Degree: 2015, ETH Zürich

Subjects/Keywords: STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); HOHE SCHLANKE BAUWERKE + TURMARTIGE BAUWERKE (BAUINGENIEURWESEN); HOCHHÄUSER + WOLKENKRATZER (ARCHITEKTUR); TRAGWERKSENTWURF (BAUSTATIK); AUSSTEIFUNGEN (BAUKONSTRUKTIONSELEMENTE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); TALL SLENDER BUILDINGS + TOWER SHAPED STRUCTURES (CIVIL ENGINEERING); HIGHRISE BUILDINGS + SKYSCRAPERS (ARCHITECTURE); STRUCTURAL DESIGN (STRUCTURAL ANALYSIS); STIFFENERS (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Rahner, K. M. (2015). Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/155471

Chicago Manual of Style (16th Edition):

Rahner, Kevin M. “Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton.” 2015. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/155471.

MLA Handbook (7th Edition):

Rahner, Kevin M. “Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton.” 2015. Web. 29 Jan 2020.

Vancouver:

Rahner KM. Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/155471.

Council of Science Editors:

Rahner KM. Effiziente und wandelbare Tragwerke für Hochhäuser aus Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/155471


ETH Zürich

9. Hajdin, Rade. Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern.

Degree: 1990, ETH Zürich

Subjects/Keywords: SCHEIBEN + TRAGWÄNDE + SCHEIBENTRAGWERKE (BAUSTATIK); COMPUTERANWENDUNGEN IM BAUINGENIEURWESEN; SPANNUNG (ELASTOMECHANIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); DEEP BEAMS + LOAD BEARING WALLS + DISKS (STRUCTURAL ANALYSIS); COMPUTER APPLICATIONS IN CIVIL ENGINEERING; STRESS (ELASTOMECHANICS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/004; Engineering & allied operations; Data processing, computer science

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APA (6th Edition):

Hajdin, R. (1990). Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/139961

Chicago Manual of Style (16th Edition):

Hajdin, Rade. “Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern.” 1990. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/139961.

MLA Handbook (7th Edition):

Hajdin, Rade. “Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern.” 1990. Web. 29 Jan 2020.

Vancouver:

Hajdin R. Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern. [Internet] [Doctoral dissertation]. ETH Zürich; 1990. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/139961.

Council of Science Editors:

Hajdin R. Computerunterstützte Berechnung von Stahlbetonscheiben mit Spannungsfeldern. [Doctoral Dissertation]. ETH Zürich; 1990. Available from: http://hdl.handle.net/20.500.11850/139961


ETH Zürich

10. Burns, Clare. Serviceability analysis of reinforced concrete based in the tension chord model.

Degree: 2011, ETH Zürich

Subjects/Keywords: CRACKS (BUILDING MATERIALS); STRUCTURAL SAFETY (STRUCTURAL ANALYSIS); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BAUWERKSSICHERHEIT + TRAGWERKSSICHERHEIT (BAUSTATIK); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); GEBRAUCHSTAUGLICHKEIT (BAUSTATIK); SERVICEABILITY (STRUCTURAL ANALYSIS); BAUSTATISCHE MODELLE (BAUSTATIK); RISSE (BAUSTOFFE); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Burns, C. (2011). Serviceability analysis of reinforced concrete based in the tension chord model. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/63806

Chicago Manual of Style (16th Edition):

Burns, Clare. “Serviceability analysis of reinforced concrete based in the tension chord model.” 2011. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/63806.

MLA Handbook (7th Edition):

Burns, Clare. “Serviceability analysis of reinforced concrete based in the tension chord model.” 2011. Web. 29 Jan 2020.

Vancouver:

Burns C. Serviceability analysis of reinforced concrete based in the tension chord model. [Internet] [Doctoral dissertation]. ETH Zürich; 2011. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/63806.

Council of Science Editors:

Burns C. Serviceability analysis of reinforced concrete based in the tension chord model. [Doctoral Dissertation]. ETH Zürich; 2011. Available from: http://hdl.handle.net/20.500.11850/63806


ETH Zürich

11. 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

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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 January 29, 2020. http://hdl.handle.net/20.500.11850/52790.

MLA Handbook (7th Edition):

Heinzmann, Daniel. “Stringer-Tafelmodelle für Stahlbeton.” 2012. Web. 29 Jan 2020.

Vancouver:

Heinzmann D. Stringer-Tafelmodelle für Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2020 Jan 29]. 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


ETH Zürich

12. Galmarini, Andreas. Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips.

Degree: 2014, ETH Zürich

Subjects/Keywords: PLATES + SLABS (STRUCTURAL ANALYSIS); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); PLATE GIRDERS + PLATE BEAMS (STRUCTURAL ANALYSIS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); PLATTENBALKEN (BAUSTATIK); PLATTEN (BAUSTATIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Galmarini, A. (2014). Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/89786

Chicago Manual of Style (16th Edition):

Galmarini, Andreas. “Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips.” 2014. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/89786.

MLA Handbook (7th Edition):

Galmarini, Andreas. “Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips.” 2014. Web. 29 Jan 2020.

Vancouver:

Galmarini A. Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips. [Internet] [Doctoral dissertation]. ETH Zürich; 2014. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/89786.

Council of Science Editors:

Galmarini A. Influence of Axial Tension on the Structural Response of Reinforced Concrete Slab Strips. [Doctoral Dissertation]. ETH Zürich; 2014. Available from: http://hdl.handle.net/20.500.11850/89786


ETH Zürich

13. Etter, Stephan. Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton.

Degree: 2012, ETH Zürich

Subjects/Keywords: VERSTÄRKUNG (BAUWERKSUNTERHALT); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); VERBUNDTRAGWERKE + VERBUNDKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); TRAGWERKSBEMESSUNG (BAUSTATIK); AUF BIEGUNG UND NORMALKRAFT BEANSPRUCHTE STÜTZEN (BAUSTATIK); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); REINFORCEMENT + STRENGTHENING OF BUILDINGS (BUILDING MAINTENANCE); STANCHIONS, SUBJECT TO BENDING AND AXIAL STRESS (STRUCTURAL ANALYSIS); COMPOSITE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Etter, S. (2012). Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/64980

Chicago Manual of Style (16th Edition):

Etter, Stephan. “Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton.” 2012. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/64980.

MLA Handbook (7th Edition):

Etter, Stephan. “Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton.” 2012. Web. 29 Jan 2020.

Vancouver:

Etter S. Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/64980.

Council of Science Editors:

Etter S. Zum Tragverhalten von Verbundbauteilen aus altem und neuem Stahlbeton. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/64980


ETH Zürich

14. Fehlmann, Patrick. Zur Ermüdung von Stahlbetonbrücken.

Degree: 2012, ETH Zürich

Subjects/Keywords: CRACKS (BUILDING MATERIALS); FATIGUE RESISTANCE, LOAD-CYCLE STRENGTH (ELASTOMECHANICS); BAUSTATISCHE BERECHNUNG (BAUSTATIK); STAHLBETONKONSTRUKTIONEN + STAHLBETONBAUTEN (BAUKONSTRUKTIONSTEILE); CONCRETE REINFORCEMENT (BUILDING MATERIALS); REINFORCED CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); MODELLRECHNUNG UND SIMULATION IN DER WERKSTOFFKUNDE; BETONBEWEHRUNG (BAUSTOFFE); MATHEMATICAL MODELING AND SIMULATION IN MATERIALS SCIENCES; CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); RISSE (BAUSTOFFE); ERMÜDUNG, WECHSELFESTIGKEIT (ELASTOMECHANIK); FRAME-TYPE BRIDGES (BRIDGE CONSTRUCTION); RAHMENBRÜCKEN (BRÜCKENBAU); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Fehlmann, P. (2012). Zur Ermüdung von Stahlbetonbrücken. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/60105

Chicago Manual of Style (16th Edition):

Fehlmann, Patrick. “Zur Ermüdung von Stahlbetonbrücken.” 2012. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/60105.

MLA Handbook (7th Edition):

Fehlmann, Patrick. “Zur Ermüdung von Stahlbetonbrücken.” 2012. Web. 29 Jan 2020.

Vancouver:

Fehlmann P. Zur Ermüdung von Stahlbetonbrücken. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/60105.

Council of Science Editors:

Fehlmann P. Zur Ermüdung von Stahlbetonbrücken. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/60105


ETH Zürich

15. Trösch, Erich. Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten.

Degree: 2015, ETH Zürich

Subjects/Keywords: VERBUNDTRAGWERKE + VERBUNDKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BALKEN + TRÄGER (BAUSTATIK); ALL-GLASS STRUCTURES (STRUCTURAL ELEMENTS); BEAMS (STRUCTURAL ANALYSIS); GANZGLASTRAGWERKE (BAUKONSTRUKTIONSTEILE); COMPOSITE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Trösch, E. (2015). Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/110152

Chicago Manual of Style (16th Edition):

Trösch, Erich. “Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten.” 2015. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/110152.

MLA Handbook (7th Edition):

Trösch, Erich. “Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten.” 2015. Web. 29 Jan 2020.

Vancouver:

Trösch E. Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/110152.

Council of Science Editors:

Trösch E. Tragverhalten von überlappend laminierten Verbundglasträgern für grosse Spannweiten. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/110152


ETH Zürich

16. Pfammatter, Ferdinand. Betonkirchen.

Degree: 1948, ETH Zürich

Subjects/Keywords: KIRCHEN (ARCHITEKTUR); BETONGEBÄUDE (ARCHITEKTUR); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); CHURCHES (ARCHITECTURE); CONCRETE CONSTRUCTIONS (ARCHITECTURE); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/720; Architecture

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APA (6th Edition):

Pfammatter, F. (1948). Betonkirchen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134657

Chicago Manual of Style (16th Edition):

Pfammatter, Ferdinand. “Betonkirchen.” 1948. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/134657.

MLA Handbook (7th Edition):

Pfammatter, Ferdinand. “Betonkirchen.” 1948. Web. 29 Jan 2020.

Vancouver:

Pfammatter F. Betonkirchen. [Internet] [Doctoral dissertation]. ETH Zürich; 1948. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/134657.

Council of Science Editors:

Pfammatter F. Betonkirchen. [Doctoral Dissertation]. ETH Zürich; 1948. Available from: http://hdl.handle.net/20.500.11850/134657


ETH Zürich

17. Kenel Lüthold, Albin. Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen.

Degree: 2002, ETH Zürich

Subjects/Keywords: BALKEN + TRÄGER (BAUSTATIK); FORMÄNDERUNG DURCH BIEGUNG (ELASTOMECHANIK); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); RISSE (BAUSTOFFE); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BEAMS (STRUCTURAL ANALYSIS); DEFORMATION BY BENDING (ELASTOMECHANIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); CRACKS (BUILDING MATERIALS); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Kenel Lüthold, A. (2002). Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/147167

Chicago Manual of Style (16th Edition):

Kenel Lüthold, Albin. “Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen.” 2002. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/147167.

MLA Handbook (7th Edition):

Kenel Lüthold, Albin. “Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen.” 2002. Web. 29 Jan 2020.

Vancouver:

Kenel Lüthold A. Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen. [Internet] [Doctoral dissertation]. ETH Zürich; 2002. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/147167.

Council of Science Editors:

Kenel Lüthold A. Biegetragverhalten und Mindestbewehrung von Stahlbetonbauteilen. [Doctoral Dissertation]. ETH Zürich; 2002. Available from: http://hdl.handle.net/20.500.11850/147167


ETH Zürich

18. Seelhofer, Hans. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.

Degree: 2009, ETH Zürich

Subjects/Keywords: BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE MODELLE (BAUSTATIK); BETONPLATTEN (BAUSTATIK); BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATISCHE BERECHNUNG (BAUSTATIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL MODELS (STRUCTURAL ANALYSIS); CONCRETE SLABS (STRUCTURAL ANALYSIS); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); CALCULATIONS/STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Seelhofer, H. (2009). Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/151447

Chicago Manual of Style (16th Edition):

Seelhofer, Hans. “Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.” 2009. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/151447.

MLA Handbook (7th Edition):

Seelhofer, Hans. “Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen.” 2009. Web. 29 Jan 2020.

Vancouver:

Seelhofer H. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. [Internet] [Doctoral dissertation]. ETH Zürich; 2009. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/151447.

Council of Science Editors:

Seelhofer H. Ebener Spannungszustand im Betonbau: Grundlagen und Anwendungen. [Doctoral Dissertation]. ETH Zürich; 2009. Available from: http://hdl.handle.net/20.500.11850/151447


ETH Zürich

19. Baumann, Oskar. Die Knickung der Eisenbeton-Säulen.

Degree: 1935, ETH Zürich

Subjects/Keywords: FORMÄNDERUNG DURCH BIEGUNG (ELASTOMECHANIK); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); DEFORMATION BY BENDING (ELASTOMECHANIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Baumann, O. (1935). Die Knickung der Eisenbeton-Säulen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136495

Chicago Manual of Style (16th Edition):

Baumann, Oskar. “Die Knickung der Eisenbeton-Säulen.” 1935. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/136495.

MLA Handbook (7th Edition):

Baumann, Oskar. “Die Knickung der Eisenbeton-Säulen.” 1935. Web. 29 Jan 2020.

Vancouver:

Baumann O. Die Knickung der Eisenbeton-Säulen. [Internet] [Doctoral dissertation]. ETH Zürich; 1935. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/136495.

Council of Science Editors:

Baumann O. Die Knickung der Eisenbeton-Säulen. [Doctoral Dissertation]. ETH Zürich; 1935. Available from: http://hdl.handle.net/20.500.11850/136495


ETH Zürich

20. Pauli, Jacqueline C. The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling.

Degree: 2013, ETH Zürich

Subjects/Keywords: STEEL STRUCTURES (STRUCTURAL ELEMENTS); BEULEN (BAUSTATIK); TEMPERATURWIRKUNG (BAUSTATIK); STEEL COLUMNS (BUILDING ELEMENTS); STAHLSTÜTZEN (BAUTEILE); BULGING + LOCAL BUCKLING OF PLATES (STRUCTURAL ANALYSIS); TEMPERATURE EFFECTS (STRUCTURAL ANALYSIS); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Pauli, J. C. (2013). The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/65597

Chicago Manual of Style (16th Edition):

Pauli, Jacqueline C. “The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling.” 2013. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/65597.

MLA Handbook (7th Edition):

Pauli, Jacqueline C. “The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling.” 2013. Web. 29 Jan 2020.

Vancouver:

Pauli JC. The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling. [Internet] [Doctoral dissertation]. ETH Zürich; 2013. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/65597.

Council of Science Editors:

Pauli JC. The Behaviour of steel columns in fire: Material - Cross-sectional Capacity - Column Buckling. [Doctoral Dissertation]. ETH Zürich; 2013. Available from: http://hdl.handle.net/20.500.11850/65597

21. Tsiavos, Anastasios. New approaches for the performance-based design of conventional and seismically isolated structures.

Degree: 2017, ETH Zürich

Subjects/Keywords: STEEL STRUCTURES (STRUCTURAL ELEMENTS); ERDBEBENSICHERES BAUEN (BAUTENSCHUTZ); DESIGN CONCEPTS + METHODS OF DIMENSIONING (ENGINEERING); BEMESSUNGSMETHODEN + BEMESSUNGSKONZEPTE (INGENIEURWESEN); EARTHQUAKE RESISTANT DESIGN (BUILDING PROTECTION); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Tsiavos, A. (2017). New approaches for the performance-based design of conventional and seismically isolated structures. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/129310

Chicago Manual of Style (16th Edition):

Tsiavos, Anastasios. “New approaches for the performance-based design of conventional and seismically isolated structures.” 2017. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/129310.

MLA Handbook (7th Edition):

Tsiavos, Anastasios. “New approaches for the performance-based design of conventional and seismically isolated structures.” 2017. Web. 29 Jan 2020.

Vancouver:

Tsiavos A. New approaches for the performance-based design of conventional and seismically isolated structures. [Internet] [Doctoral dissertation]. ETH Zürich; 2017. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/129310.

Council of Science Editors:

Tsiavos A. New approaches for the performance-based design of conventional and seismically isolated structures. [Doctoral Dissertation]. ETH Zürich; 2017. Available from: http://hdl.handle.net/20.500.11850/129310


ETH Zürich

22. Ringli, René M. Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas.

Degree: 2016, ETH Zürich

Subjects/Keywords: BALKEN + TRÄGER (BAUSTATIK); ALL-GLASS STRUCTURES (STRUCTURAL ELEMENTS); SPANNUNGSBERECHNUNGEN (BAUSTATIK); COMPOSITE GIRDERS + COMPOSITE BEAMS (STRUCTURAL ANALYSIS); BEAMS (STRUCTURAL ANALYSIS); GANZGLASTRAGWERKE (BAUKONSTRUKTIONSTEILE); STRESS ANALYSIS (STRUCTURAL ANALYSIS); VERBUNDTRÄGER (BAUSTATIK); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Ringli, R. M. (2016). Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/113941

Chicago Manual of Style (16th Edition):

Ringli, René M. “Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas.” 2016. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/113941.

MLA Handbook (7th Edition):

Ringli, René M. “Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas.” 2016. Web. 29 Jan 2020.

Vancouver:

Ringli RM. Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/113941.

Council of Science Editors:

Ringli RM. Zum Kraftfluss in gestossenen Biegeträgern aus Verbundsicherheitsglas. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/113941


ETH Zürich

23. Boccadoro, Lorenzo. Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection.

Degree: 2016, ETH Zürich

Subjects/Keywords: VERBUNDTRAGWERKE + VERBUNDKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); VERBUNDPLATTEN (BAUSTATIK); FUSSBÖDEN + ZIMMERDECKEN (BAUTEILE); COMPOSITE STRUCTURES (STRUCTURAL ELEMENTS); FLOORS + CEILINGS (BUILDING ELEMENTS); COMPOSITE SLABS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Boccadoro, L. (2016). Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/122220

Chicago Manual of Style (16th Edition):

Boccadoro, Lorenzo. “Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection.” 2016. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/122220.

MLA Handbook (7th Edition):

Boccadoro, Lorenzo. “Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection.” 2016. Web. 29 Jan 2020.

Vancouver:

Boccadoro L. Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection. [Internet] [Doctoral dissertation]. ETH Zürich; 2016. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/122220.

Council of Science Editors:

Boccadoro L. Timber-concrete composite slabs made of beech laminated veneer lumber with notched connection. [Doctoral Dissertation]. ETH Zürich; 2016. Available from: http://hdl.handle.net/20.500.11850/122220


ETH Zürich

24. Stoffel, Philipp. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.

Degree: 2000, ETH Zürich

Subjects/Keywords: BAUWERKSSICHERHEIT + TRAGWERKSSICHERHEIT (BAUSTATIK); TRAGLASTVERFAHREN (BAUSTATIK); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BETONBRÜCKEN (BRÜCKENBAU); STRUCTURAL SAFETY (STRUCTURAL ANALYSIS); ULTIMATE LOAD ANALYSIS + LOAD FACTOR DESIGN (STRUCTURAL ANALYSIS); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); CONCRETE BRIDGES (BRIDGE CONSTRUCTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Stoffel, P. (2000). Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144718

Chicago Manual of Style (16th Edition):

Stoffel, Philipp. “Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/144718.

MLA Handbook (7th Edition):

Stoffel, Philipp. “Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten.” 2000. Web. 29 Jan 2020.

Vancouver:

Stoffel P. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/144718.

Council of Science Editors:

Stoffel P. Zur Beurteilung der Tragsicherheit bestehender Stahlbetonbauten. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144718


ETH Zürich

25. Wenk, Thomas. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.

Degree: 2000, ETH Zürich

Subjects/Keywords: BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); STAHLBETONSKELETTBAUTEN (BAUINGENIEURWESEN); STOCKWERKRAHMEN (BAUSTATIK); ERDBEBENBELASTUNG (BAUSTATIK); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); REINFORCED CONCRETE SKELETON STRUCTURES (CIVIL ENGINEERING); MULTI-STOREY FRAMES (STRUCTURAL ANALYSIS); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Wenk, T. (2000). Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144930

Chicago Manual of Style (16th Edition):

Wenk, Thomas. “Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.” 2000. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/144930.

MLA Handbook (7th Edition):

Wenk, Thomas. “Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.” 2000. Web. 29 Jan 2020.

Vancouver:

Wenk T. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/144930.

Council of Science Editors:

Wenk T. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144930


ETH Zürich

26. Djabry, Walid. Contribution à l'étude de l'adhérence des fers d'armature au béton.

Degree: 1952, ETH Zürich

Subjects/Keywords: BEWEHRUNG IN BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); VERBUNDVERHALTEN VON BEWEHRUNG UND BETON (BAUSTOFFE); REINFORCEMENT OF CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); BOND PERFORMANCE OF REINFORCEMENT AND CONCRETE (BUILDING MATERIALS); info:eu-repo/classification/ddc/690; Buildings

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

APA (6th Edition):

Djabry, W. (1952). Contribution à l'étude de l'adhérence des fers d'armature au béton. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/132125

Chicago Manual of Style (16th Edition):

Djabry, Walid. “Contribution à l'étude de l'adhérence des fers d'armature au béton.” 1952. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/132125.

MLA Handbook (7th Edition):

Djabry, Walid. “Contribution à l'étude de l'adhérence des fers d'armature au béton.” 1952. Web. 29 Jan 2020.

Vancouver:

Djabry W. Contribution à l'étude de l'adhérence des fers d'armature au béton. [Internet] [Doctoral dissertation]. ETH Zürich; 1952. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/132125.

Council of Science Editors:

Djabry W. Contribution à l'étude de l'adhérence des fers d'armature au béton. [Doctoral Dissertation]. ETH Zürich; 1952. Available from: http://hdl.handle.net/20.500.11850/132125


ETH Zürich

27. 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

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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 January 29, 2020. http://hdl.handle.net/20.500.11850/149180.

MLA Handbook (7th Edition):

Köhler, Jochen. “Reliability of timber structures.” 2006. Web. 29 Jan 2020.

Vancouver:

Köhler J. Reliability of timber structures. [Internet] [Doctoral dissertation]. ETH Zürich; 2006. [cited 2020 Jan 29]. 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


ETH Zürich

28. Elspass, Wilfried J. Thermostabile Strukturen in Sandwichbauweise.

Degree: 1989, ETH Zürich

Subjects/Keywords: SANDWICHTRAGWERKE + SANDWICHBAUTEILE (BAUKONSTRUKTIONSTEILE); VERBUNDWERKSTOFFE; THERMOELASTIZITÄT + THERMISCHE BELASTUNG (ELASTOMECHANIK); SANDWICH STRUCTURES + SANDWICH ELEMENTS (STRUCTURAL ELEMENTS); COMPOSITES (MATERIALS); THERMOELASTICITY + THERMAL LOADING (ELASTOMECHANICS); info:eu-repo/classification/ddc/620; info:eu-repo/classification/ddc/620; Engineering & allied operations; Engineering & allied operations

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APA (6th Edition):

Elspass, W. J. (1989). Thermostabile Strukturen in Sandwichbauweise. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/139588

Chicago Manual of Style (16th Edition):

Elspass, Wilfried J. “Thermostabile Strukturen in Sandwichbauweise.” 1989. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/139588.

MLA Handbook (7th Edition):

Elspass, Wilfried J. “Thermostabile Strukturen in Sandwichbauweise.” 1989. Web. 29 Jan 2020.

Vancouver:

Elspass WJ. Thermostabile Strukturen in Sandwichbauweise. [Internet] [Doctoral dissertation]. ETH Zürich; 1989. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/139588.

Council of Science Editors:

Elspass WJ. Thermostabile Strukturen in Sandwichbauweise. [Doctoral Dissertation]. ETH Zürich; 1989. Available from: http://hdl.handle.net/20.500.11850/139588


ETH Zürich

29. Czaderski-Forchmann, Christoph. Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage.

Degree: 2012, ETH Zürich

Subjects/Keywords: VERSTÄRKUNG (BAUWERKSUNTERHALT); BETONKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); CONCRETE STRUCTURES (STRUCTURAL ELEMENTS); REINFORCEMENT + STRENGTHENING OF BUILDINGS (BUILDING MAINTENANCE); FASERVERSTÄRKTE KUNSTSTOFFE (BAUSTOFFE); FIBRE REINFORCED PLASTICS, FRP (BUILDING MATERIALS); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Czaderski-Forchmann, C. (2012). Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/57757

Chicago Manual of Style (16th Edition):

Czaderski-Forchmann, Christoph. “Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage.” 2012. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/57757.

MLA Handbook (7th Edition):

Czaderski-Forchmann, Christoph. “Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage.” 2012. Web. 29 Jan 2020.

Vancouver:

Czaderski-Forchmann C. Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage. [Internet] [Doctoral dissertation]. ETH Zürich; 2012. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/57757.

Council of Science Editors:

Czaderski-Forchmann C. Strengthening of reinforced concrete members by prestressed, externally bonded reinforcement with gradient anchorage. [Doctoral Dissertation]. ETH Zürich; 2012. Available from: http://hdl.handle.net/20.500.11850/57757


ETH Zürich

30. Künzle, Otto. Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl.

Degree: 1976, ETH Zürich

Subjects/Keywords: RAUMFACHWERKE + RAUMGITTER (BAUSTATIK); STAHLTRAGWERKE + STAHLKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); BAUSTATIK (BAUINGENIEURWESEN); SPACE FRAMES + LATTICE GRIDS (STRUCTURAL ANALYSIS); STEEL STRUCTURES (STRUCTURAL ELEMENTS); STRUCTURAL ANALYSIS (CIVIL ENGINEERING); info:eu-repo/classification/ddc/620; Engineering & allied operations

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

APA (6th Edition):

Künzle, O. (1976). Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/134543

Chicago Manual of Style (16th Edition):

Künzle, Otto. “Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl.” 1976. Doctoral Dissertation, ETH Zürich. Accessed January 29, 2020. http://hdl.handle.net/20.500.11850/134543.

MLA Handbook (7th Edition):

Künzle, Otto. “Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl.” 1976. Web. 29 Jan 2020.

Vancouver:

Künzle O. Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl. [Internet] [Doctoral dissertation]. ETH Zürich; 1976. [cited 2020 Jan 29]. Available from: http://hdl.handle.net/20.500.11850/134543.

Council of Science Editors:

Künzle O. Aspekte der Optimierung beim Entwurf von Raumfachwerken aus Stahl. [Doctoral Dissertation]. ETH Zürich; 1976. Available from: http://hdl.handle.net/20.500.11850/134543

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