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You searched for subject:(seismic loads). Showing records 1 – 30 of 30 total matches.

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University of Adelaide

1. Dong, Xiang. Thermal and structural performances of insulated cavity rammed earth wall houses.

Degree: 2015, University of Adelaide

 Rammed earth (RE) wall construction is perceived to carry extremely low embodied energy and have desirable thermal performance without much energy input for heating and… (more)

Subjects/Keywords: rammed earth; insulation; cavity; seismic loads; thermal performance; energy load

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APA (6th Edition):

Dong, . X. (2015). Thermal and structural performances of insulated cavity rammed earth wall houses. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/97250

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):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Thesis, University of Adelaide. Accessed November 17, 2019. http://hdl.handle.net/2440/97250.

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

MLA Handbook (7th Edition):

Dong, Xiang. “Thermal and structural performances of insulated cavity rammed earth wall houses.” 2015. Web. 17 Nov 2019.

Vancouver:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Internet] [Thesis]. University of Adelaide; 2015. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2440/97250.

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

Council of Science Editors:

Dong X. Thermal and structural performances of insulated cavity rammed earth wall houses. [Thesis]. University of Adelaide; 2015. Available from: http://hdl.handle.net/2440/97250

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


Edith Cowan University

2. Hossain, Md M. Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads.

Degree: 2011, Edith Cowan University

 The stability analysis of rock slopes has been a challenging task for engineers because the rock mass constituting the slope often has discontinuities in various… (more)

Subjects/Keywords: anchor; factor of safety; plane failure; seismic loads; Engineering

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APA (6th Edition):

Hossain, M. M. (2011). Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads. (Thesis). Edith Cowan University. Retrieved from http://ro.ecu.edu.au/theses/139

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):

Hossain, Md M. “Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads.” 2011. Thesis, Edith Cowan University. Accessed November 17, 2019. http://ro.ecu.edu.au/theses/139.

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

MLA Handbook (7th Edition):

Hossain, Md M. “Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads.” 2011. Web. 17 Nov 2019.

Vancouver:

Hossain MM. Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads. [Internet] [Thesis]. Edith Cowan University; 2011. [cited 2019 Nov 17]. Available from: http://ro.ecu.edu.au/theses/139.

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

Council of Science Editors:

Hossain MM. Stability analysis of anchored rock slopes against plane failure subjected to surcharge and seismic loads. [Thesis]. Edith Cowan University; 2011. Available from: http://ro.ecu.edu.au/theses/139

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


University of Minnesota

3. Kalliontzis, Dimitrios. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.

Degree: PhD, Civil Engineering, 2018, University of Minnesota

 The significant damage and permanent deformations sustained by structures during earthquakes have motivated researchers to investigate the use of precast concrete and masonry walls with… (more)

Subjects/Keywords: Impacts; Masonry; Precast Concrete; Rocking; Seismic Loads; Structural Dynamics

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APA (6th Edition):

Kalliontzis, D. (2018). Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. (Doctoral Dissertation). University of Minnesota. Retrieved from http://hdl.handle.net/11299/201169

Chicago Manual of Style (16th Edition):

Kalliontzis, Dimitrios. “Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.” 2018. Doctoral Dissertation, University of Minnesota. Accessed November 17, 2019. http://hdl.handle.net/11299/201169.

MLA Handbook (7th Edition):

Kalliontzis, Dimitrios. “Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads.” 2018. Web. 17 Nov 2019.

Vancouver:

Kalliontzis D. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. [Internet] [Doctoral dissertation]. University of Minnesota; 2018. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11299/201169.

Council of Science Editors:

Kalliontzis D. Behavior of Precast Concrete and Masonry Wall Systems with Jointed Connections Subjected to Lateral Loads. [Doctoral Dissertation]. University of Minnesota; 2018. Available from: http://hdl.handle.net/11299/201169


University of Notre Dame

4. Brad D. Weldon. Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>.

Degree: PhD, Civil Engineering and Geological Sciences, 2010, University of Notre Dame

  This dissertation describes an experimental, analytical, and design investigation on the nonlinear behavior of precast concrete coupling beams, where coupling of reinforced concrete shear… (more)

Subjects/Keywords: precast concrete; lateral loads; coupled walls; coupling; seismic analysis; post-tensioned concrete; seismic design; prestressed concrete; reinforced concrete

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APA (6th Edition):

Weldon, B. D. (2010). Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>. (Doctoral Dissertation). University of Notre Dame. Retrieved from https://curate.nd.edu/show/vx021c20x51

Chicago Manual of Style (16th Edition):

Weldon, Brad D.. “Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>.” 2010. Doctoral Dissertation, University of Notre Dame. Accessed November 17, 2019. https://curate.nd.edu/show/vx021c20x51.

MLA Handbook (7th Edition):

Weldon, Brad D.. “Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>.” 2010. Web. 17 Nov 2019.

Vancouver:

Weldon BD. Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>. [Internet] [Doctoral dissertation]. University of Notre Dame; 2010. [cited 2019 Nov 17]. Available from: https://curate.nd.edu/show/vx021c20x51.

Council of Science Editors:

Weldon BD. Behavior, Design, and Analysis of Unbonded Post-Tensioned Precast Concrete Coupling Beams</h1>. [Doctoral Dissertation]. University of Notre Dame; 2010. Available from: https://curate.nd.edu/show/vx021c20x51


Uppsala University

5. Papagiannis, Michail. WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations.

Degree: Earth Sciences, 2018, Uppsala University

  This thesis approaches the problem of the cost-efficient wind turbine foundation on an onshore site of clayey soil characteristics. The given soil stratigraphy includes… (more)

Subjects/Keywords: clay; wind turbine; bored pile; monopilem; soil stratigraphy; seismic loads; DIN; Eurocode; Geotechnical Engineering; Geoteknik

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APA (6th Edition):

Papagiannis, M. (2018). WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-353397

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):

Papagiannis, Michail. “WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations.” 2018. Thesis, Uppsala University. Accessed November 17, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-353397.

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

MLA Handbook (7th Edition):

Papagiannis, Michail. “WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations.” 2018. Web. 17 Nov 2019.

Vancouver:

Papagiannis M. WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations. [Internet] [Thesis]. Uppsala University; 2018. [cited 2019 Nov 17]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-353397.

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

Council of Science Editors:

Papagiannis M. WIND TURBINE FOUNDATIONS IN CLAY : Technical and economic considerations for proposals for wind turbine foundations. [Thesis]. Uppsala University; 2018. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-353397

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


University of Cincinnati

6. Penubothu Naga Nataraja, Satyanarayana Kumar. Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads.

Degree: MS, Engineering : Civil Engineering, 2006, University of Cincinnati

 Welded Steel Moment Resisting Frames (WSMF) were recommended for multistorey structures in seismic zones without any limitations, prior to the Northridge earthquake of January 17,… (more)

Subjects/Keywords: Engineering, Civil; Connections; Moment Resisting Frames; Phenomenological Model, Cyclic; Loads; Seismic loads

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APA (6th Edition):

Penubothu Naga Nataraja, S. K. (2006). Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads. (Masters Thesis). University of Cincinnati. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ucin1152583558

Chicago Manual of Style (16th Edition):

Penubothu Naga Nataraja, Satyanarayana Kumar. “Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads.” 2006. Masters Thesis, University of Cincinnati. Accessed November 17, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1152583558.

MLA Handbook (7th Edition):

Penubothu Naga Nataraja, Satyanarayana Kumar. “Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads.” 2006. Web. 17 Nov 2019.

Vancouver:

Penubothu Naga Nataraja SK. Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads. [Internet] [Masters thesis]. University of Cincinnati; 2006. [cited 2019 Nov 17]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1152583558.

Council of Science Editors:

Penubothu Naga Nataraja SK. Development of a Phenomenological Model For Beam–to–Column Connections in Moment Resisting Frames Subjected to Seismic Loads. [Masters Thesis]. University of Cincinnati; 2006. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ucin1152583558


Edith Cowan University

7. Kou, Yan. Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads.

Degree: 2015, Edith Cowan University

 Slope stability in mining and civil engineering projects is always a problem of great concern. Because the rock mass behavior is significantly governed by the… (more)

Subjects/Keywords: rock slopes; stability; soil mechanics; Wedge failure; Anchored rock slopes; Surcharge; Seismic loads; Earth Sciences; Engineering

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APA (6th Edition):

Kou, Y. (2015). Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads. (Thesis). Edith Cowan University. Retrieved from http://ro.ecu.edu.au/theses/1736

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):

Kou, Yan. “Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads.” 2015. Thesis, Edith Cowan University. Accessed November 17, 2019. http://ro.ecu.edu.au/theses/1736.

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

MLA Handbook (7th Edition):

Kou, Yan. “Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads.” 2015. Web. 17 Nov 2019.

Vancouver:

Kou Y. Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads. [Internet] [Thesis]. Edith Cowan University; 2015. [cited 2019 Nov 17]. Available from: http://ro.ecu.edu.au/theses/1736.

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

Council of Science Editors:

Kou Y. Wedge failure analysis of anchored rock slopes subjected to surcharge and seismic loads. [Thesis]. Edith Cowan University; 2015. Available from: http://ro.ecu.edu.au/theses/1736

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


University of California – Irvine

8. Fayaz, Jawad. Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions.

Degree: Civil Engineering, 2018, University of California – Irvine

 The current US seismic design codes are believed to do no justice to signify the effects of vertical component of ground motions. This study assesses… (more)

Subjects/Keywords: Civil engineering; Earthquake Loads; Probability of Failure; Seismic Provisions; Steel Structures; Structural Reliability; Vertical Ground Motions

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APA (6th Edition):

Fayaz, J. (2018). Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/6244b371

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):

Fayaz, Jawad. “Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions.” 2018. Thesis, University of California – Irvine. Accessed November 17, 2019. http://www.escholarship.org/uc/item/6244b371.

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

MLA Handbook (7th Edition):

Fayaz, Jawad. “Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions.” 2018. Web. 17 Nov 2019.

Vancouver:

Fayaz J. Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2019 Nov 17]. Available from: http://www.escholarship.org/uc/item/6244b371.

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

Council of Science Editors:

Fayaz J. Reliability Analysis of Steel SMRF And SCBF Structures Considering the Vertical Component of Near-Fault Ground Motions. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/6244b371

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


Indian Institute of Science

9. Sarkar, Abhijit. Critical Stochastic Seismic Excitation Models For Engineering Structures.

Degree: 1995, Indian Institute of Science

Subjects/Keywords: Structural Engineering; Seismology; Seismic Loads; Engineering Structures; Seismic Critical Excitation; Seismic Vector Random Excitations; Earthquake Excitations; Seismic Excitation Model; Earthquake; Structural Engineering

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APA (6th Edition):

Sarkar, A. (1995). Critical Stochastic Seismic Excitation Models For Engineering Structures. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2193

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):

Sarkar, Abhijit. “Critical Stochastic Seismic Excitation Models For Engineering Structures.” 1995. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://hdl.handle.net/2005/2193.

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

MLA Handbook (7th Edition):

Sarkar, Abhijit. “Critical Stochastic Seismic Excitation Models For Engineering Structures.” 1995. Web. 17 Nov 2019.

Vancouver:

Sarkar A. Critical Stochastic Seismic Excitation Models For Engineering Structures. [Internet] [Thesis]. Indian Institute of Science; 1995. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2005/2193.

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

Council of Science Editors:

Sarkar A. Critical Stochastic Seismic Excitation Models For Engineering Structures. [Thesis]. Indian Institute of Science; 1995. Available from: http://hdl.handle.net/2005/2193

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


Indian Institute of Science

10. Sarkar, Abhijit. Critical Stochastic Seismic Excitation Models For Engineering Structures.

Degree: 1995, Indian Institute of Science

Subjects/Keywords: Structural Engineering; Seismology; Seismic Loads; Engineering Structures; Seismic Critical Excitation; Seismic Vector Random Excitations; Earthquake Excitations; Seismic Excitation Model; Earthquake; Structural Engineering

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APA (6th Edition):

Sarkar, A. (1995). Critical Stochastic Seismic Excitation Models For Engineering Structures. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2193 ; http://etd.ncsi.iisc.ernet.in/abstracts/2801/G14527-Abs.pdf

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):

Sarkar, Abhijit. “Critical Stochastic Seismic Excitation Models For Engineering Structures.” 1995. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://etd.iisc.ernet.in/handle/2005/2193 ; http://etd.ncsi.iisc.ernet.in/abstracts/2801/G14527-Abs.pdf.

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

MLA Handbook (7th Edition):

Sarkar, Abhijit. “Critical Stochastic Seismic Excitation Models For Engineering Structures.” 1995. Web. 17 Nov 2019.

Vancouver:

Sarkar A. Critical Stochastic Seismic Excitation Models For Engineering Structures. [Internet] [Thesis]. Indian Institute of Science; 1995. [cited 2019 Nov 17]. Available from: http://etd.iisc.ernet.in/handle/2005/2193 ; http://etd.ncsi.iisc.ernet.in/abstracts/2801/G14527-Abs.pdf.

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

Council of Science Editors:

Sarkar A. Critical Stochastic Seismic Excitation Models For Engineering Structures. [Thesis]. Indian Institute of Science; 1995. Available from: http://etd.iisc.ernet.in/handle/2005/2193 ; http://etd.ncsi.iisc.ernet.in/abstracts/2801/G14527-Abs.pdf

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


Brno University of Technology

11. Šulerová, Zdeňka. Dynamická analýza konstrukce zatížená seismickým zatížením .

Degree: 2014, Brno University of Technology

 Tato diplomová práce se zabývá výpočtem odezvy železobetonové konstrukce na účinky seizmického zatížení. Byla provedena časová a spektrální analýza, které jsou uvedeny jako možné způsoby… (more)

Subjects/Keywords: zemětřesení; seizmické zatížení; vlastní frekvence; útlum; časová analýza; akcelerogram; spektrum odezvy; napětí; deformace; kombinace účinků zatížení; earthquake; seismic loads; natural frequency; damping; time analysis; accelerogram; response spectrum; stress; deformations; combination of loads effects

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APA (6th Edition):

Šulerová, Z. (2014). Dynamická analýza konstrukce zatížená seismickým zatížením . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/30503

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):

Šulerová, Zdeňka. “Dynamická analýza konstrukce zatížená seismickým zatížením .” 2014. Thesis, Brno University of Technology. Accessed November 17, 2019. http://hdl.handle.net/11012/30503.

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

MLA Handbook (7th Edition):

Šulerová, Zdeňka. “Dynamická analýza konstrukce zatížená seismickým zatížením .” 2014. Web. 17 Nov 2019.

Vancouver:

Šulerová Z. Dynamická analýza konstrukce zatížená seismickým zatížením . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11012/30503.

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

Council of Science Editors:

Šulerová Z. Dynamická analýza konstrukce zatížená seismickým zatížením . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/30503

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

12. Κοτανίδης, Χρήστος. Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών.

Degree: 2009, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 Nonlinear Static Analysis (Static Pushover or simply Pushover) is a popular analysis method for the estimation of seismic response of structures. It is integrated in… (more)

Subjects/Keywords: Ανελαστική στατική ανάλυση; Ενεργειακά ισοδύναμη μετακίνηση; Έργο σεισμικών φορτίων; Εκτίμηση σεισμικής απόκρισης; Φορείς μονοσυμμετρικοί σε κάτοψη; Nonlinear static analysis; Pushover; Energy - based displalelement; Work of seismic loads; Estimation of seismic response; Buildings with one symmetric axis in plan

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APA (6th Edition):

Κοτανίδης, . . (2009). Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/26859

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):

Κοτανίδης, Χρήστος. “Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών.” 2009. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed November 17, 2019. http://hdl.handle.net/10442/hedi/26859.

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

MLA Handbook (7th Edition):

Κοτανίδης, Χρήστος. “Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών.” 2009. Web. 17 Nov 2019.

Vancouver:

Κοτανίδης . Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/10442/hedi/26859.

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

Council of Science Editors:

Κοτανίδης . Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2009. Available from: http://hdl.handle.net/10442/hedi/26859

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


Pontifical Catholic University of Rio de Janeiro

13. MARCOS POZZATO FIGUEIREDO. [en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA.

Degree: 2004, Pontifical Catholic University of Rio de Janeiro

[pt] Apresenta-se uma avaliação numérica estatística de metodologia para obtenção de espectros de resposta uniformemente prováveis, ERUP, Diniz [2], fundamentada na determinação da distribuição de… (more)

Subjects/Keywords: [pt] ESPECTRO DE RESPOSTA SISMICA; [en] SEISMIC RESPONSE SPECTRUM; [pt] ANALISE ESPECTRAL; [en] SPECTRAL ANALYSIS; [pt] CARGAS SISMICAS; [en] SEISMIC LOADS

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

APA (6th Edition):

FIGUEIREDO, M. P. (2004). [en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4996

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):

FIGUEIREDO, MARCOS POZZATO. “[en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA.” 2004. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 17, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4996.

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

MLA Handbook (7th Edition):

FIGUEIREDO, MARCOS POZZATO. “[en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA.” 2004. Web. 17 Nov 2019.

Vancouver:

FIGUEIREDO MP. [en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. [cited 2019 Nov 17]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4996.

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

Council of Science Editors:

FIGUEIREDO MP. [en] STATISTIC EVALUATION OF THE METODOLOGY FOR DETERMINATION OF UNIFORMLY PROBABLE RESPONSE ESPECTRA. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2004. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4996

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


McMaster University

14. Ashour, Ahmed. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.

Degree: PhD, 2016, McMaster University

Recent research interests in studying the performance of different seismic force resisting systems (SFRS) have been shifting from component- (individual walls) to system-level (complete building)… (more)

Subjects/Keywords: Asymmetrical buildings; Backbone model; Damage states; Diaphragm out-of-plane influence; Displacement-based design; Diaphragm coupling; Forced-based design; Masonry buildings; Reinforced masonry; Robustness; Resilience; System-level damage; Seismic risk assessment; System-level response; Seismic loads; Shear walls; Slab coupling

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

APA (6th Edition):

Ashour, A. (2016). WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/18772

Chicago Manual of Style (16th Edition):

Ashour, Ahmed. “WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.” 2016. Doctoral Dissertation, McMaster University. Accessed November 17, 2019. http://hdl.handle.net/11375/18772.

MLA Handbook (7th Edition):

Ashour, Ahmed. “WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS.” 2016. Web. 17 Nov 2019.

Vancouver:

Ashour A. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. [Internet] [Doctoral dissertation]. McMaster University; 2016. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11375/18772.

Council of Science Editors:

Ashour A. WALL-DIAPHRAGM OUT-OF-PLANE COUPLING INFLUENCE ON THE SEISMIC RESPONSE OF REINFORCED MASONRY BUILDINGS. [Doctoral Dissertation]. McMaster University; 2016. Available from: http://hdl.handle.net/11375/18772


Indian Institute of Science

15. Ghosh, Priyanka. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.

Degree: 2004, Indian Institute of Science

Subjects/Keywords: Loads (Civil Engineering); Seismic Bearing Capacity; Ny; Rough Circular Footing; Rough Strip Footings; Structural Engineering

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APA (6th Edition):

Ghosh, P. (2004). Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/1231

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):

Ghosh, Priyanka. “Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.” 2004. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://hdl.handle.net/2005/1231.

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

MLA Handbook (7th Edition):

Ghosh, Priyanka. “Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.” 2004. Web. 17 Nov 2019.

Vancouver:

Ghosh P. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. [Internet] [Thesis]. Indian Institute of Science; 2004. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/2005/1231.

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

Council of Science Editors:

Ghosh P. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. [Thesis]. Indian Institute of Science; 2004. Available from: http://hdl.handle.net/2005/1231

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


Indian Institute of Science

16. Ghosh, Priyanka. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.

Degree: 2004, Indian Institute of Science

Subjects/Keywords: Loads (Civil Engineering); Seismic Bearing Capacity; Ny; Rough Circular Footing; Rough Strip Footings; Structural Engineering

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APA (6th Edition):

Ghosh, P. (2004). Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/1231 ; http://etd.ncsi.iisc.ernet.in/abstracts/1605/G19011-Abs.pdf

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):

Ghosh, Priyanka. “Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.” 2004. Thesis, Indian Institute of Science. Accessed November 17, 2019. http://etd.iisc.ernet.in/handle/2005/1231 ; http://etd.ncsi.iisc.ernet.in/abstracts/1605/G19011-Abs.pdf.

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

MLA Handbook (7th Edition):

Ghosh, Priyanka. “Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems.” 2004. Web. 17 Nov 2019.

Vancouver:

Ghosh P. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. [Internet] [Thesis]. Indian Institute of Science; 2004. [cited 2019 Nov 17]. Available from: http://etd.iisc.ernet.in/handle/2005/1231 ; http://etd.ncsi.iisc.ernet.in/abstracts/1605/G19011-Abs.pdf.

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

Council of Science Editors:

Ghosh P. Applications Of Method Of Characteristics And Upper Bound Limit Analysis To Different Bearing Capacity Problems. [Thesis]. Indian Institute of Science; 2004. Available from: http://etd.iisc.ernet.in/handle/2005/1231 ; http://etd.ncsi.iisc.ernet.in/abstracts/1605/G19011-Abs.pdf

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


North Carolina State University

17. Choi, Byounghoan. Topics in Risk-based Design and Performance Evaluations of Structures.

Degree: PhD, Civil Engineering, 2004, North Carolina State University

 This dissertation focuses on three topics that are critical to the development of a risk-based criteria for life-cycle design, analysis, and operation of power plant… (more)

Subjects/Keywords: condition assessment; coupled primary and secondary system; piping components; LRFD; seismic loads; uncertainty; first order reliability method; risk; reliability

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

APA (6th Edition):

Choi, B. (2004). Topics in Risk-based Design and Performance Evaluations of Structures. (Doctoral Dissertation). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/5114

Chicago Manual of Style (16th Edition):

Choi, Byounghoan. “Topics in Risk-based Design and Performance Evaluations of Structures.” 2004. Doctoral Dissertation, North Carolina State University. Accessed November 17, 2019. http://www.lib.ncsu.edu/resolver/1840.16/5114.

MLA Handbook (7th Edition):

Choi, Byounghoan. “Topics in Risk-based Design and Performance Evaluations of Structures.” 2004. Web. 17 Nov 2019.

Vancouver:

Choi B. Topics in Risk-based Design and Performance Evaluations of Structures. [Internet] [Doctoral dissertation]. North Carolina State University; 2004. [cited 2019 Nov 17]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5114.

Council of Science Editors:

Choi B. Topics in Risk-based Design and Performance Evaluations of Structures. [Doctoral Dissertation]. North Carolina State University; 2004. Available from: http://www.lib.ncsu.edu/resolver/1840.16/5114

18. Fatima, Tabassum. Optimisation of lateral load-resisting systems in composite high-rise buildings.

Degree: 2014, Queensland University of Technology

 This research is carried out by using finite element modelling of building prototypes with three different layouts (rectangular, octagonal and L-shaped) for three different heights… (more)

Subjects/Keywords: Belt-truss; bracings; wind; seismic; composite buildings; finite element modelling; high-rise; lateral displacement; deflection; lateral loads

…of composite buildings subjected to wind and seismic loads.  To determine the best… …loads that mainly affect multi-storey constructions are wind and seismic loads. Chapter 3… …linear analysis for equivalent static seismic loads on a 3storey building. The effect of… …concentrates either on individual components of a structure under seismic loads or on characteristics… …explained. It covers the wind and seismic loads application in models, and finally, model… 

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

APA (6th Edition):

Fatima, T. (2014). Optimisation of lateral load-resisting systems in composite high-rise buildings. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/67563/

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):

Fatima, Tabassum. “Optimisation of lateral load-resisting systems in composite high-rise buildings.” 2014. Thesis, Queensland University of Technology. Accessed November 17, 2019. https://eprints.qut.edu.au/67563/.

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

MLA Handbook (7th Edition):

Fatima, Tabassum. “Optimisation of lateral load-resisting systems in composite high-rise buildings.” 2014. Web. 17 Nov 2019.

Vancouver:

Fatima T. Optimisation of lateral load-resisting systems in composite high-rise buildings. [Internet] [Thesis]. Queensland University of Technology; 2014. [cited 2019 Nov 17]. Available from: https://eprints.qut.edu.au/67563/.

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

Council of Science Editors:

Fatima T. Optimisation of lateral load-resisting systems in composite high-rise buildings. [Thesis]. Queensland University of Technology; 2014. Available from: https://eprints.qut.edu.au/67563/

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


ETH Zürich

19. Sadeghi Marzaleh, Abdollah. Seismic in-plane behavior of post-tensioned existing clay brick masonry walls.

Degree: 2015, ETH Zürich

Subjects/Keywords: BEWEGTE LASTEN + STOSSBELASTUNG (BAUSTATIK); VERSTÄRKUNG (BAUWERKSUNTERHALT); PRESTRESSING TECHNOLOGY (STRUCTURAL ENGINEERING); ERDBEBENBELASTUNG (BAUSTATIK); DYNAMIC LOADS/STRUCTURAL ANALYSIS; BRICK STRUCTURES (STRUCTURAL ELEMENTS); VORSPANNTECHNIK (KONSTRUKTIVER INGENIEURBAU); ERDBEBENSICHERES BAUEN (BAUTENSCHUTZ); BACKSTEINKONSTRUKTIONEN + ZIEGELSTEINKONSTRUKTIONEN (BAUKONSTRUKTIONSTEILE); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); REINFORCEMENT + STRENGTHENING OF BUILDINGS (BUILDING MAINTENANCE); EARTHQUAKE RESISTANT DESIGN (BUILDING PROTECTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Sadeghi Marzaleh, A. (2015). Seismic in-plane behavior of post-tensioned existing clay brick masonry walls. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/109979

Chicago Manual of Style (16th Edition):

Sadeghi Marzaleh, Abdollah. “Seismic in-plane behavior of post-tensioned existing clay brick masonry walls.” 2015. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/109979.

MLA Handbook (7th Edition):

Sadeghi Marzaleh, Abdollah. “Seismic in-plane behavior of post-tensioned existing clay brick masonry walls.” 2015. Web. 17 Nov 2019.

Vancouver:

Sadeghi Marzaleh A. Seismic in-plane behavior of post-tensioned existing clay brick masonry walls. [Internet] [Doctoral dissertation]. ETH Zürich; 2015. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/109979.

Council of Science Editors:

Sadeghi Marzaleh A. Seismic in-plane behavior of post-tensioned existing clay brick masonry walls. [Doctoral Dissertation]. ETH Zürich; 2015. Available from: http://hdl.handle.net/20.500.11850/109979


ETH Zürich

20. 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 November 17, 2019. http://hdl.handle.net/20.500.11850/144930.

MLA Handbook (7th Edition):

Wenk, Thomas. “Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung.” 2000. Web. 17 Nov 2019.

Vancouver:

Wenk T. Nichtlineare dynamische Berechnung von Stahlbetonrahmen unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Nov 17]. 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


McMaster University

21. Basiouny, Wael. The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames.

Degree: PhD, 2009, McMaster University

  A moment resisting frame is one of the most commonly used lateral load resisting system in modem structures because it is suitable for low… (more)

Subjects/Keywords: moment resisting frame; lateral load; resisting system; modern structure; buildings; industrial structures; ductile; seismic loads; moment; shear; force; stress; failure; buckle; Infill walls; earthquakes; Frame-infill; brittle; deformation; frames; cracks

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

APA (6th Edition):

Basiouny, W. (2009). The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames. (Doctoral Dissertation). McMaster University. Retrieved from http://hdl.handle.net/11375/17286

Chicago Manual of Style (16th Edition):

Basiouny, Wael. “The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames.” 2009. Doctoral Dissertation, McMaster University. Accessed November 17, 2019. http://hdl.handle.net/11375/17286.

MLA Handbook (7th Edition):

Basiouny, Wael. “The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames.” 2009. Web. 17 Nov 2019.

Vancouver:

Basiouny W. The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames. [Internet] [Doctoral dissertation]. McMaster University; 2009. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11375/17286.

Council of Science Editors:

Basiouny W. The Effect of Masonry Infill On The Seismic Behaviour of Reinforced Concrete Moment Resisting Frames. [Doctoral Dissertation]. McMaster University; 2009. Available from: http://hdl.handle.net/11375/17286


McMaster University

22. Campanaro, Francesco M. In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates.

Degree: ME, 2006, McMaster University

Lateral loads on buildings, either caused by wind or seismic events, are resisted primarily by the in-plane strength and stiffness of the walls oriented… (more)

Subjects/Keywords: lateral loads; seismic or wind events; in plane strength; modes of failure; strengthening techniques; Civil and Environmental Engineering; Civil Engineering; Construction Engineering and Management; Engineering; Structural Engineering; Civil and Environmental Engineering

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APA (6th Edition):

Campanaro, F. M. (2006). In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates. (Masters Thesis). McMaster University. Retrieved from http://hdl.handle.net/11375/14252

Chicago Manual of Style (16th Edition):

Campanaro, Francesco M. “In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates.” 2006. Masters Thesis, McMaster University. Accessed November 17, 2019. http://hdl.handle.net/11375/14252.

MLA Handbook (7th Edition):

Campanaro, Francesco M. “In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates.” 2006. Web. 17 Nov 2019.

Vancouver:

Campanaro FM. In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates. [Internet] [Masters thesis]. McMaster University; 2006. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/11375/14252.

Council of Science Editors:

Campanaro FM. In Plane Sliding Shear Behaviour of Unreinforced Concrete Masonry Retrofitted with Surface-Bonded Fibreglass Laminates. [Masters Thesis]. McMaster University; 2006. Available from: http://hdl.handle.net/11375/14252


ETH Zürich

23. 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 November 17, 2019. 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. 17 Nov 2019.

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 2019 Nov 17]. 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

24. Wieland, Martin. Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees.

Degree: 1978, ETH Zürich

Subjects/Keywords: ERDBEBENBELASTUNG (BAUSTATIK); ERDDÄMME + SCHÜTTDÄMME + GEWICHTSSTAUMAUERN (WASSERBAUTEN); STAUSEEN + SPEICHER (WASSERBAUTEN); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); EARTH DAMS + ROCKFILL DAMS + GRAVITY DAMS (HYDRAULIC STRUCTURES); STORAGE RESERVOIRS, WATER RESERVOIRS (HYDRAULIC STRUCTURES); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Wieland, M. (1978). Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/136468

Chicago Manual of Style (16th Edition):

Wieland, Martin. “Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees.” 1978. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/136468.

MLA Handbook (7th Edition):

Wieland, Martin. “Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees.” 1978. Web. 17 Nov 2019.

Vancouver:

Wieland M. Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees. [Internet] [Doctoral dissertation]. ETH Zürich; 1978. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/136468.

Council of Science Editors:

Wieland M. Erdbebenbedingte dynamische Beanspruchung einer Gewichtsmauer mit Berücksichtigung der Interaktion des Stausees. [Doctoral Dissertation]. ETH Zürich; 1978. Available from: http://hdl.handle.net/20.500.11850/136468


ETH Zürich

25. Bayraktarli, Yahya Yilmaz. Construction and application of Bayesian probabilistic networks for earthquake risk management.

Degree: 2009, ETH Zürich

Subjects/Keywords: RISK THEORY (PROBABILITY THEORY); GEFAHRENUNTERSUCHUNG (SICHERHEIT UND GEFAHR); BAYESIAN THEORY (PROBABILITY THEORY); ERDBEBENBELASTUNG (BAUSTATIK); RISIKOTHEORIE (WAHRSCHEINLICHKEITSRECHNUNG); ERDBEBENSICHERES BAUEN (BAUTENSCHUTZ); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); BAYESSCHE THEORIE (WAHRSCHEINLICHKEITSRECHNUNG); DANGER ASSESSMENT (DANGER AND SAFETY); EARTHQUAKE RESISTANT DESIGN (BUILDING PROTECTION); 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):

Bayraktarli, Y. Y. (2009). Construction and application of Bayesian probabilistic networks for earthquake risk management. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/28350

Chicago Manual of Style (16th Edition):

Bayraktarli, Yahya Yilmaz. “Construction and application of Bayesian probabilistic networks for earthquake risk management.” 2009. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/28350.

MLA Handbook (7th Edition):

Bayraktarli, Yahya Yilmaz. “Construction and application of Bayesian probabilistic networks for earthquake risk management.” 2009. Web. 17 Nov 2019.

Vancouver:

Bayraktarli YY. Construction and application of Bayesian probabilistic networks for earthquake risk management. [Internet] [Doctoral dissertation]. ETH Zürich; 2009. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/28350.

Council of Science Editors:

Bayraktarli YY. Construction and application of Bayesian probabilistic networks for earthquake risk management. [Doctoral Dissertation]. ETH Zürich; 2009. Available from: http://hdl.handle.net/20.500.11850/28350


ETH Zürich

26. Dazio, Alessandro. Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung.

Degree: 2000, ETH Zürich

Subjects/Keywords: STAHLBETONSKELETTBAUTEN (BAUINGENIEURWESEN); FÜLLWÄNDE BEI SKELETTBAUTEN (BAUTEILE); KAPAZITÄTSBEMESSUNG (BAUSTATIK); ERDBEBENBELASTUNG (BAUSTATIK); REINFORCED CONCRETE SKELETON STRUCTURES (CIVIL ENGINEERING); INFILLING WALLS TO FRAMED STRUCTURES (BUILDING ELEMENTS); CAPACITY DESIGN (STRUCTURAL ANALYSIS); SEISMIC EFFECTS + EARTHQUAKE LOADS (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):

Dazio, A. (2000). Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144735

Chicago Manual of Style (16th Edition):

Dazio, Alessandro. “Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung.” 2000. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/144735.

MLA Handbook (7th Edition):

Dazio, Alessandro. “Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung.” 2000. Web. 17 Nov 2019.

Vancouver:

Dazio A. Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/144735.

Council of Science Editors:

Dazio A. Entwurf und Bemessung von Tragwandgebäuden unter Erdbebeneinwirkung. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144735


ETH Zürich

27. 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

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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 November 17, 2019. http://hdl.handle.net/20.500.11850/144738.

MLA Handbook (7th Edition):

Sommer, Aloïs. “Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung.” 2000. Web. 17 Nov 2019.

Vancouver:

Sommer A. Torsion und Duktilitätsbedarf bei Hochbauten unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Nov 17]. 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


ETH Zürich

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

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 November 17, 2019. http://hdl.handle.net/20.500.11850/144793.

MLA Handbook (7th Edition):

Lestuzzi, Pierino. “Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung.” 2000. Web. 17 Nov 2019.

Vancouver:

Lestuzzi P. Dynamisches plastisches Verhalten von Stahlbetontragwänden unter Erdbebeneinwirkung. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Nov 17]. 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

29. Thiele, Klaus. Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden.

Degree: 2000, ETH Zürich

Subjects/Keywords: MODELLSTATIK + EXPERIMENTELLE BAUSTATIK (BAUINGENIEURWESEN); PFEILER + STÜTZEN + SÄULEN (BAUTEILE); SCHEIBEN + TRAGWÄNDE + SCHEIBENTRAGWERKE (BAUSTATIK); ERDBEBENBELASTUNG (BAUSTATIK); STEIFIGKEIT (BAUSTATIK); MODEL ANALYSIS OF STRUCTURES + EXPERIMENTAL STRUCTURAL ANALYSIS (CIVIL ENGINEERING); PILLARS + COLUMNS + PILASTERS (BUILDING ELEMENTS); DEEP BEAMS + LOAD BEARING WALLS + DISKS (STRUCTURAL ANALYSIS); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); RIGIDITY + STIFFNESS (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):

Thiele, K. (2000). Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144822

Chicago Manual of Style (16th Edition):

Thiele, Klaus. “Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden.” 2000. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/144822.

MLA Handbook (7th Edition):

Thiele, Klaus. “Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden.” 2000. Web. 17 Nov 2019.

Vancouver:

Thiele K. Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden. [Internet] [Doctoral dissertation]. ETH Zürich; 2000. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/144822.

Council of Science Editors:

Thiele K. Pseudodynamische Versuche an Tragwerken mit grossen Steifigkeitsänderungen und mehreren Freiheitsgraden. [Doctoral Dissertation]. ETH Zürich; 2000. Available from: http://hdl.handle.net/20.500.11850/144822


ETH Zürich

30. Bimschas, Martin. Displacement based seismic assessment of existing bridges in regions of moderate seismicity.

Degree: 2010, ETH Zürich

Subjects/Keywords: BRÜCKENSTATIK (BRÜCKENBAU); AUFLAGER (BAUKONSTRUKTIONSVERBINDUNGEN); ERDBEBENBELASTUNG (BAUSTATIK); BRÜCKENÜBERBAU (BRÜCKENBAU); BRÜCKENPFEILER + PYLONE (GRUNDBAU); WIDERLAGER (BAUTECHNIK); SEISMIZITÄT (GEOPHYSIK); SCHWEIZ (MITTELEUROPA). SCHWEIZERISCHE EIDGENOSSENSCHAFT; BRIDGE ANALYSIS (BRIDGE CONSTRUCTION); BEARINGS (STRUCTURAL CONNECTIONS); SEISMIC EFFECTS + EARTHQUAKE LOADS (STRUCTURAL ANALYSIS); BRIDGE SUPERSTRUCTURE (BRIDGE CONSTRUCTION); BRIDGE PIERS + PYLONS (FOUNDATION ENGINEERING); ABUTMENTS (STRUCTURAL ENGINEERING); SEISMICITY (GEOPHYSICS); SWITZERLAND (CENTRAL EUROPE). SWISS CONFEDERATION; 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):

Bimschas, M. (2010). Displacement based seismic assessment of existing bridges in regions of moderate seismicity. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/151934

Chicago Manual of Style (16th Edition):

Bimschas, Martin. “Displacement based seismic assessment of existing bridges in regions of moderate seismicity.” 2010. Doctoral Dissertation, ETH Zürich. Accessed November 17, 2019. http://hdl.handle.net/20.500.11850/151934.

MLA Handbook (7th Edition):

Bimschas, Martin. “Displacement based seismic assessment of existing bridges in regions of moderate seismicity.” 2010. Web. 17 Nov 2019.

Vancouver:

Bimschas M. Displacement based seismic assessment of existing bridges in regions of moderate seismicity. [Internet] [Doctoral dissertation]. ETH Zürich; 2010. [cited 2019 Nov 17]. Available from: http://hdl.handle.net/20.500.11850/151934.

Council of Science Editors:

Bimschas M. Displacement based seismic assessment of existing bridges in regions of moderate seismicity. [Doctoral Dissertation]. ETH Zürich; 2010. Available from: http://hdl.handle.net/20.500.11850/151934

.