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You searched for subject:(DYNAMIC LOADS STRUCTURAL ANALYSIS). Showing records 1 – 30 of 105198 total matches.

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University of Florida

1. Morency, Dave. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Reinforced concrete columns may undergo large deformations when subjected to blast load. In addition to static loads that impose flexural, axial and shear effects, a… (more)

Subjects/Keywords: Axial loads; Blasts; Buckling; Compressive stress; Dynamic analysis; Ions; Reinforced concrete; Steels; Stiffness; Structural deflection; analysis, blast, concrete, deformation, dynamic, explosive, large, membrane, reinforced, tension

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

APA (6th Edition):

Morency, D. (2010). Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041696

Chicago Manual of Style (16th Edition):

Morency, Dave. “Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.” 2010. Masters Thesis, University of Florida. Accessed November 15, 2019. http://ufdc.ufl.edu/UFE0041696.

MLA Handbook (7th Edition):

Morency, Dave. “Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load.” 2010. Web. 15 Nov 2019.

Vancouver:

Morency D. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Nov 15]. Available from: http://ufdc.ufl.edu/UFE0041696.

Council of Science Editors:

Morency D. Large Deflection Behavior Effect in Reinforced Concrete Column under Severe Dynamic Short Duration Load. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041696


Ryerson University

2. Waseem, Muhammad. Design and analysis of plate anchors in sand.

Degree: 2011, Ryerson University

 Plate anchors, as an efficient and reliable anchorage system, have been widely used to resist uplift forces produced by structures, such as transmission towers, offshore… (more)

Subjects/Keywords: Anchorage (Structural engineering)  – Testing; Materials  – Dynamic testing; Soil mechanics  – Testing; Loads (Mechanics)

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APA (6th Edition):

Waseem, M. (2011). Design and analysis of plate anchors in sand. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A6366

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):

Waseem, Muhammad. “Design and analysis of plate anchors in sand.” 2011. Thesis, Ryerson University. Accessed November 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A6366.

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

MLA Handbook (7th Edition):

Waseem, Muhammad. “Design and analysis of plate anchors in sand.” 2011. Web. 15 Nov 2019.

Vancouver:

Waseem M. Design and analysis of plate anchors in sand. [Internet] [Thesis]. Ryerson University; 2011. [cited 2019 Nov 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6366.

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

Council of Science Editors:

Waseem M. Design and analysis of plate anchors in sand. [Thesis]. Ryerson University; 2011. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A6366

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


Northeastern University

3. Rouhani, Alireza. Robust dynamic state estimation in power systems.

Degree: PhD, Department of Electrical and Computer Engineering, 2017, Northeastern University

 The widespread deployment of Phasor Measurement Units (PMUs) on power systems has facilitated the real-time monitoring of the power systems dynamics. Dynamic State Estimators (DSEs)… (more)

Subjects/Keywords: dynamic loads; dynamic state estimation; observability analysis; parameter identification; power systems dynamics; synchronous generator

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APA (6th Edition):

Rouhani, A. (2017). Robust dynamic state estimation in power systems. (Doctoral Dissertation). Northeastern University. Retrieved from http://hdl.handle.net/2047/D20249126

Chicago Manual of Style (16th Edition):

Rouhani, Alireza. “Robust dynamic state estimation in power systems.” 2017. Doctoral Dissertation, Northeastern University. Accessed November 15, 2019. http://hdl.handle.net/2047/D20249126.

MLA Handbook (7th Edition):

Rouhani, Alireza. “Robust dynamic state estimation in power systems.” 2017. Web. 15 Nov 2019.

Vancouver:

Rouhani A. Robust dynamic state estimation in power systems. [Internet] [Doctoral dissertation]. Northeastern University; 2017. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2047/D20249126.

Council of Science Editors:

Rouhani A. Robust dynamic state estimation in power systems. [Doctoral Dissertation]. Northeastern University; 2017. Available from: http://hdl.handle.net/2047/D20249126


Florida Atlantic University

4. Lima-Arie, Alex. Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests.

Degree: M.S.C.S., 2010, Florida Atlantic University

Summary: The western and northern parts of South Florida have shallow layers of organic and plastic soils under existing roads. These roads often exhibit large… (more)

Subjects/Keywords: Structural analysis (Engineering); Pavements, Asphalt – Performance – Management; Structural stability – Design; Pavements – Live loads – Measurement

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APA (6th Edition):

Lima-Arie, A. (2010). Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests. (Masters Thesis). Florida Atlantic University. Retrieved from http://purl.flvc.org/FAU/2976446

Chicago Manual of Style (16th Edition):

Lima-Arie, Alex. “Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests.” 2010. Masters Thesis, Florida Atlantic University. Accessed November 15, 2019. http://purl.flvc.org/FAU/2976446.

MLA Handbook (7th Edition):

Lima-Arie, Alex. “Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests.” 2010. Web. 15 Nov 2019.

Vancouver:

Lima-Arie A. Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests. [Internet] [Masters thesis]. Florida Atlantic University; 2010. [cited 2019 Nov 15]. Available from: http://purl.flvc.org/FAU/2976446.

Council of Science Editors:

Lima-Arie A. Stiffness characterization and life cycle analysis of reinforced asphalt pavements using falling weight deflectometer tests. [Masters Thesis]. Florida Atlantic University; 2010. Available from: http://purl.flvc.org/FAU/2976446


Penn State University

5. Barj, Lucie Helene. influence of met-ocean conditions on the loads analysis of a Floating wind turbine.

Degree: MS, Energy and Mineral Engineering, 2013, Penn State University

 Better wind resources far from the shore and in deeper seas have encouraged the offshore wind industry to look into floating platforms. The International Electrotechnical… (more)

Subjects/Keywords: wind energy; floating offshore wind turbine; structural analysis; loads analysis; met-ocean conditions; renewable energy

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APA (6th Edition):

Barj, L. H. (2013). influence of met-ocean conditions on the loads analysis of a Floating wind turbine. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/19106

Chicago Manual of Style (16th Edition):

Barj, Lucie Helene. “influence of met-ocean conditions on the loads analysis of a Floating wind turbine.” 2013. Masters Thesis, Penn State University. Accessed November 15, 2019. https://etda.libraries.psu.edu/catalog/19106.

MLA Handbook (7th Edition):

Barj, Lucie Helene. “influence of met-ocean conditions on the loads analysis of a Floating wind turbine.” 2013. Web. 15 Nov 2019.

Vancouver:

Barj LH. influence of met-ocean conditions on the loads analysis of a Floating wind turbine. [Internet] [Masters thesis]. Penn State University; 2013. [cited 2019 Nov 15]. Available from: https://etda.libraries.psu.edu/catalog/19106.

Council of Science Editors:

Barj LH. influence of met-ocean conditions on the loads analysis of a Floating wind turbine. [Masters Thesis]. Penn State University; 2013. Available from: https://etda.libraries.psu.edu/catalog/19106

6. COSTESEQUE, Caroline. Study of the Mechanical Retractable Landing-Gear.

Degree: 2017, , Department of Mechanical Engineering

  This thesis was conducted in the design office of “Blackwing SwedenAB”, a Swedish aircraft manufacturer. The mission is to study air loadson a mechanical… (more)

Subjects/Keywords: Aeronautics; Air loads; ANSYS; Structural analysis; Ultra-light plane; Mechanical Engineering; Maskinteknik

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APA (6th Edition):

COSTESEQUE, C. (2017). Study of the Mechanical Retractable Landing-Gear. (Thesis). , Department of Mechanical Engineering. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:bth-15494

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):

COSTESEQUE, Caroline. “Study of the Mechanical Retractable Landing-Gear.” 2017. Thesis, , Department of Mechanical Engineering. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-15494.

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

MLA Handbook (7th Edition):

COSTESEQUE, Caroline. “Study of the Mechanical Retractable Landing-Gear.” 2017. Web. 15 Nov 2019.

Vancouver:

COSTESEQUE C. Study of the Mechanical Retractable Landing-Gear. [Internet] [Thesis]. , Department of Mechanical Engineering; 2017. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-15494.

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

Council of Science Editors:

COSTESEQUE C. Study of the Mechanical Retractable Landing-Gear. [Thesis]. , Department of Mechanical Engineering; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:bth-15494

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


Virginia Tech

7. Kapoor, Hitesh. Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads.

Degree: MS, Aerospace and Ocean Engineering, 2005, Virginia Tech

 The present work describes the finite element (FE) modeling and dynamic response of lightweight, deployable shelters (tent) to large external blast loads. Flexible shelters have… (more)

Subjects/Keywords: shelters. blast loads; shells; membranes; structural dynamics; nonlinear static and dynamic analysis; flexible structures; finite element modeling

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

APA (6th Edition):

Kapoor, H. (2005). Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41238

Chicago Manual of Style (16th Edition):

Kapoor, Hitesh. “Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads.” 2005. Masters Thesis, Virginia Tech. Accessed November 15, 2019. http://hdl.handle.net/10919/41238.

MLA Handbook (7th Edition):

Kapoor, Hitesh. “Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads.” 2005. Web. 15 Nov 2019.

Vancouver:

Kapoor H. Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/10919/41238.

Council of Science Editors:

Kapoor H. Nonlinear Dynamic Response of Flexible Membrane Structures to Blast Loads. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/41238


Indian Institute of Science

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

Degree: 2008, Indian Institute of Science

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Thesis, Indian Institute of Science. Accessed November 15, 2019. http://hdl.handle.net/2005/1070.

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

MLA Handbook (7th Edition):

Kouzer, K M. “Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis.” 2008. Web. 15 Nov 2019.

Vancouver:

Kouzer KM. Interference Effects On The Collapse Loads For Footings And Anchors Using An Upper Bound Finite Element Limit Analysis. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2005/1070.

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

Council of Science Editors:

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

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


ETH Zürich

9. 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 15, 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. 15 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 15]. 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


Texas A&M University

10. Zhang, Junchi. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.

Degree: 2015, Texas A&M University

 During the past five decades, research in damage detection has been rapidly expanding. Most of the methods explored are based on changes in frequencies, mode… (more)

Subjects/Keywords: Invariant stress resultants; dynamic ISR; Non-destructive evaluation; structural health monitoring; dynamic analysis

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APA (6th Edition):

Zhang, J. (2015). Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/155145

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):

Zhang, Junchi. “Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.” 2015. Thesis, Texas A&M University. Accessed November 15, 2019. http://hdl.handle.net/1969.1/155145.

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

MLA Handbook (7th Edition):

Zhang, Junchi. “Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants.” 2015. Web. 15 Nov 2019.

Vancouver:

Zhang J. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. [Internet] [Thesis]. Texas A&M University; 2015. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/1969.1/155145.

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

Council of Science Editors:

Zhang J. Non-Destructive Evaluation Method Based on Dynamic Invariant Stress Resultants. [Thesis]. Texas A&M University; 2015. Available from: http://hdl.handle.net/1969.1/155145

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


University of Manchester

11. Al-Thairy, Haitham Ali Bady. Behaviour and design of steel columns subjected to vehicle impact.

Degree: PhD, 2012, University of Manchester

 Columns are critical elements of any structure and their failure can lead to the catastrophic consequences of progressive failure. In structural design, procedures to design… (more)

Subjects/Keywords: 624.1; Impact; Vehicle; Dynamic analysis; Structural steel; Eurocode1 Design methods

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APA (6th Edition):

Al-Thairy, H. A. B. (2012). Behaviour and design of steel columns subjected to vehicle impact. (Doctoral Dissertation). University of Manchester. Retrieved from https://www.research.manchester.ac.uk/portal/en/theses/behaviour-and-design-of-steel-columns-subjected-to-vehicle-impact(66efd62e-76d7-4847-9907-6004af34b63a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.566522

Chicago Manual of Style (16th Edition):

Al-Thairy, Haitham Ali Bady. “Behaviour and design of steel columns subjected to vehicle impact.” 2012. Doctoral Dissertation, University of Manchester. Accessed November 15, 2019. https://www.research.manchester.ac.uk/portal/en/theses/behaviour-and-design-of-steel-columns-subjected-to-vehicle-impact(66efd62e-76d7-4847-9907-6004af34b63a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.566522.

MLA Handbook (7th Edition):

Al-Thairy, Haitham Ali Bady. “Behaviour and design of steel columns subjected to vehicle impact.” 2012. Web. 15 Nov 2019.

Vancouver:

Al-Thairy HAB. Behaviour and design of steel columns subjected to vehicle impact. [Internet] [Doctoral dissertation]. University of Manchester; 2012. [cited 2019 Nov 15]. Available from: https://www.research.manchester.ac.uk/portal/en/theses/behaviour-and-design-of-steel-columns-subjected-to-vehicle-impact(66efd62e-76d7-4847-9907-6004af34b63a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.566522.

Council of Science Editors:

Al-Thairy HAB. Behaviour and design of steel columns subjected to vehicle impact. [Doctoral Dissertation]. University of Manchester; 2012. Available from: https://www.research.manchester.ac.uk/portal/en/theses/behaviour-and-design-of-steel-columns-subjected-to-vehicle-impact(66efd62e-76d7-4847-9907-6004af34b63a).html ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.566522


Brno University of Technology

12. Skorunka, Ondřej. Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení .

Degree: 2016, Brno University of Technology

 Diplomová práce se zabývá statickou a dynamickou analýzou dřevěné obloukové lávky pro pěší. Výpočtový model konstrukce byl vytvořen v programovém systému ANSYS 15. Dynamické síly… (more)

Subjects/Keywords: Lávka pro pěší; harmonická analýza; modální analýza; statická analýza; vírová rezonance; dynamické zatížení chodci; dynamické zatížení koňmi; ANSYS; Footbridge; harmonic analysis; modal analysis; static analysis; vortex shedding; dynamic pedesterian loads; dynamic horse loads

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APA (6th Edition):

Skorunka, O. (2016). Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57512

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):

Skorunka, Ondřej. “Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení .” 2016. Thesis, Brno University of Technology. Accessed November 15, 2019. http://hdl.handle.net/11012/57512.

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

MLA Handbook (7th Edition):

Skorunka, Ondřej. “Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení .” 2016. Web. 15 Nov 2019.

Vancouver:

Skorunka O. Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení . [Internet] [Thesis]. Brno University of Technology; 2016. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/11012/57512.

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

Council of Science Editors:

Skorunka O. Posouzení dřevěné mostní konstrukce na účinky dynamického zatížení . [Thesis]. Brno University of Technology; 2016. Available from: http://hdl.handle.net/11012/57512

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


ETH Zürich

13. Schellenberg, Kristian. On the design of rockfall protection galleries.

Degree: 2008, ETH Zürich

Subjects/Keywords: STEINSCHLAGGALERIEN (ERDBAU); TRAGWERKSBEMESSUNG (BAUSTATIK); MODELLSTATIK + EXPERIMENTELLE BAUSTATIK (BAUINGENIEURWESEN); BEWEGTE LASTEN + STOSSBELASTUNG (BAUSTATIK); ROCKFALL PROTECTION GALLERIES (EARTHWORK CONSTRUCTION); DIMENSIONING/LOAD-BEARING STRUCTURES AND STRUCTURAL MEMBERS (STRUCTURAL ANALYSIS); MODEL ANALYSIS OF STRUCTURES + EXPERIMENTAL STRUCTURAL ANALYSIS (CIVIL ENGINEERING); DYNAMIC 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):

Schellenberg, K. (2008). On the design of rockfall protection galleries. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/150808

Chicago Manual of Style (16th Edition):

Schellenberg, Kristian. “On the design of rockfall protection galleries.” 2008. Doctoral Dissertation, ETH Zürich. Accessed November 15, 2019. http://hdl.handle.net/20.500.11850/150808.

MLA Handbook (7th Edition):

Schellenberg, Kristian. “On the design of rockfall protection galleries.” 2008. Web. 15 Nov 2019.

Vancouver:

Schellenberg K. On the design of rockfall protection galleries. [Internet] [Doctoral dissertation]. ETH Zürich; 2008. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/20.500.11850/150808.

Council of Science Editors:

Schellenberg K. On the design of rockfall protection galleries. [Doctoral Dissertation]. ETH Zürich; 2008. Available from: http://hdl.handle.net/20.500.11850/150808


Uppsala University

14. Anbo, Anders. Identification of extreme load cases for a surface drill rig by means of MBS simulations.

Degree: Division of Scientific Computing, 2010, Uppsala University

  This master thesis is Atlas Copco Craelius’ first step in incorporating numericalmethods in load case analysis during the development process. Atlas Copco needs toconstantly… (more)

Subjects/Keywords: mbs; mbd; dynamic; load; loads; atlas copco

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

APA (6th Edition):

Anbo, A. (2010). Identification of extreme load cases for a surface drill rig by means of MBS simulations. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-130228

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):

Anbo, Anders. “Identification of extreme load cases for a surface drill rig by means of MBS simulations.” 2010. Thesis, Uppsala University. Accessed November 15, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-130228.

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

MLA Handbook (7th Edition):

Anbo, Anders. “Identification of extreme load cases for a surface drill rig by means of MBS simulations.” 2010. Web. 15 Nov 2019.

Vancouver:

Anbo A. Identification of extreme load cases for a surface drill rig by means of MBS simulations. [Internet] [Thesis]. Uppsala University; 2010. [cited 2019 Nov 15]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-130228.

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

Council of Science Editors:

Anbo A. Identification of extreme load cases for a surface drill rig by means of MBS simulations. [Thesis]. Uppsala University; 2010. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-130228

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


University of Florida

15. Roque, Reynaldo. Low-temperature response of asphalt concrete pavements.

Degree: 1986, University of Florida

Subjects/Keywords: Asphalt; Base courses; Bituminous concrete pavements; Cooling; Dynamic loads; Load tests; Low temperature; Pavements; Static loads; Structural deflection

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APA (6th Edition):

Roque, R. (1986). Low-temperature response of asphalt concrete pavements. (Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UF00089974

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):

Roque, Reynaldo. “Low-temperature response of asphalt concrete pavements.” 1986. Thesis, University of Florida. Accessed November 15, 2019. http://ufdc.ufl.edu/UF00089974.

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

MLA Handbook (7th Edition):

Roque, Reynaldo. “Low-temperature response of asphalt concrete pavements.” 1986. Web. 15 Nov 2019.

Vancouver:

Roque R. Low-temperature response of asphalt concrete pavements. [Internet] [Thesis]. University of Florida; 1986. [cited 2019 Nov 15]. Available from: http://ufdc.ufl.edu/UF00089974.

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

Council of Science Editors:

Roque R. Low-temperature response of asphalt concrete pavements. [Thesis]. University of Florida; 1986. Available from: http://ufdc.ufl.edu/UF00089974

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


ETH Zürich

16. Volkwein, Axel. Numerische Simulation von flexiblen Steinschlagschutzsystemen.

Degree: 2004, ETH Zürich

Subjects/Keywords: HÄNGEKONSTRUKTIONEN + SEILTRAGWERKE (BAUSTATIK); DRAHTSEILE; STEINSCHLAG (GEOMORPHOLOGIE); NUMERISCHE SIMULATION UND MATHEMATISCHE MODELLRECHNUNG; BEWEGTE LASTEN + STOSSBELASTUNG (BAUSTATIK); BAUSTATISCHE BERECHNUNG (BAUSTATIK); SUSPENDED STRUCTURES + CABLE SUSPENDED STRUCTURES (STRUCTURAL ANALYSIS); WIRE ROPES; ROCK-FALL + ROCK-SLIDE (GEOMORPHOLOGY); NUMERICAL SIMULATION AND MATHEMATICAL MODELING; DYNAMIC LOADS/STRUCTURAL ANALYSIS; CALCULATIONS/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):

Volkwein, A. (2004). Numerische Simulation von flexiblen Steinschlagschutzsystemen. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/148332

Chicago Manual of Style (16th Edition):

Volkwein, Axel. “Numerische Simulation von flexiblen Steinschlagschutzsystemen.” 2004. Doctoral Dissertation, ETH Zürich. Accessed November 15, 2019. http://hdl.handle.net/20.500.11850/148332.

MLA Handbook (7th Edition):

Volkwein, Axel. “Numerische Simulation von flexiblen Steinschlagschutzsystemen.” 2004. Web. 15 Nov 2019.

Vancouver:

Volkwein A. Numerische Simulation von flexiblen Steinschlagschutzsystemen. [Internet] [Doctoral dissertation]. ETH Zürich; 2004. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/20.500.11850/148332.

Council of Science Editors:

Volkwein A. Numerische Simulation von flexiblen Steinschlagschutzsystemen. [Doctoral Dissertation]. ETH Zürich; 2004. Available from: http://hdl.handle.net/20.500.11850/148332


Indian Institute of Science

17. Khandelwal, Ratnesh. Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks.

Degree: 2008, Indian Institute of Science

 Components of turbines, combustion chambers, multi-layered electronic packaging structures and nuclear reactors are subjected to transient thermal loads during their service life. In the presence… (more)

Subjects/Keywords: Stress and Strain (Materials); Deformation (Structural Analysis); Thermal Stress; Bimaterial Interfaces; Stress Intensity Factors; Bi-material Interface Cracks; Bi-material Stress Intensity Factors; Thermal Weight Functions; Thermal Loads; Mechanical Loads; Structural Engineering

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APA (6th Edition):

Khandelwal, R. (2008). Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/797

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):

Khandelwal, Ratnesh. “Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks.” 2008. Thesis, Indian Institute of Science. Accessed November 15, 2019. http://hdl.handle.net/2005/797.

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

MLA Handbook (7th Edition):

Khandelwal, Ratnesh. “Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks.” 2008. Web. 15 Nov 2019.

Vancouver:

Khandelwal R. Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks. [Internet] [Thesis]. Indian Institute of Science; 2008. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2005/797.

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

Council of Science Editors:

Khandelwal R. Studies On The Evaluation Of Thermal Stress Intensity Factors For Bi-Material Interface Cracks. [Thesis]. Indian Institute of Science; 2008. Available from: http://hdl.handle.net/2005/797

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


ETH Zürich

18. Stoop, Marin Arnold. Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment.

Degree: 1923, ETH Zürich

Subjects/Keywords: BALKENBRÜCKEN (BRÜCKENBAU); BEWEGTE LASTEN + STOSSBELASTUNG (BAUSTATIK); STAHLBRÜCKEN + EISENBRÜCKEN (BRÜCKENBAU); GIRDER BRIDGES (BRIDGE CONSTRUCTION); DYNAMIC LOADS/STRUCTURAL ANALYSIS; STEEL BRIDGES + IRON BRIDGES (BRIDGE CONSTRUCTION); info:eu-repo/classification/ddc/620; Engineering & allied operations

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APA (6th Edition):

Stoop, M. A. (1923). Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/135189

Chicago Manual of Style (16th Edition):

Stoop, Marin Arnold. “Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment.” 1923. Doctoral Dissertation, ETH Zürich. Accessed November 15, 2019. http://hdl.handle.net/20.500.11850/135189.

MLA Handbook (7th Edition):

Stoop, Marin Arnold. “Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment.” 1923. Web. 15 Nov 2019.

Vancouver:

Stoop MA. Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment. [Internet] [Doctoral dissertation]. ETH Zürich; 1923. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/20.500.11850/135189.

Council of Science Editors:

Stoop MA. Dynamische Beanspruchungen in eisernen einfachen Balkenbrücken mit konstantem Trägheitsmoment. [Doctoral Dissertation]. ETH Zürich; 1923. Available from: http://hdl.handle.net/20.500.11850/135189


University of Western Ontario

19. Ibrahim, Ibrahim. Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading.

Degree: 2017, University of Western Ontario

 Due to the locality and non-stationary nature of downburst wind loading events, their effect on the structural response of transmission line structures is of special… (more)

Subjects/Keywords: Downburst; transmission lines; dynamic analysis; turbulence generation; CFD; Aerodynamics and Fluid Mechanics; Structural Engineering

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

APA (6th Edition):

Ibrahim, I. (2017). Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5102

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):

Ibrahim, Ibrahim. “Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading.” 2017. Thesis, University of Western Ontario. Accessed November 15, 2019. https://ir.lib.uwo.ca/etd/5102.

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

MLA Handbook (7th Edition):

Ibrahim, Ibrahim. “Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading.” 2017. Web. 15 Nov 2019.

Vancouver:

Ibrahim I. Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2019 Nov 15]. Available from: https://ir.lib.uwo.ca/etd/5102.

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

Council of Science Editors:

Ibrahim I. Assessment of Dynamic Effect of Transmission Line Conductor Longitudinal Reaction Due to Downburst Loading. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/5102

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


Cornell University

20. Wicaksono, Gunawan. Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups .

Degree: 2013, Cornell University

 The first essay (Chapter 1) explores the importance of spatial interactions in an overlapping generation model using an Agent-Based Model (ABM) approach. Incorporating geography into… (more)

Subjects/Keywords: Agent-based model; wealth inequality; dynamic econometrics; monetary policy; structural path analysis; SAM

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APA (6th Edition):

Wicaksono, G. (2013). Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups . (Thesis). Cornell University. Retrieved from http://hdl.handle.net/1813/34247

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):

Wicaksono, Gunawan. “Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups .” 2013. Thesis, Cornell University. Accessed November 15, 2019. http://hdl.handle.net/1813/34247.

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

MLA Handbook (7th Edition):

Wicaksono, Gunawan. “Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups .” 2013. Web. 15 Nov 2019.

Vancouver:

Wicaksono G. Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups . [Internet] [Thesis]. Cornell University; 2013. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/1813/34247.

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

Council of Science Editors:

Wicaksono G. Three Essays In Applied Regional Welfare Analysis: The Effect Of Education Attainment And Local Interaction On Wealth Inequality In A Spatial Economy, Time Inclusion In Structural Path Analysis, And An Econometric Examination Of Impacts Of Monetary Policy On The Welfare Of Different Income Groups . [Thesis]. Cornell University; 2013. Available from: http://hdl.handle.net/1813/34247

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


University of Florida

21. Martinez, Justin. The Design, Development, and Implementation of a Structural Dynamic Research Laboratory.

Degree: MS, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Advancing research in the area of structural dynamics results in safer and more efficient structures. A broad range of approaches to addressing the challenges faced… (more)

Subjects/Keywords: Bridge engineering; Buildings; Dynamic structural analysis; Modal response; Modeling; Natural frequencies; Sensors; Signals; Steels; Vibration; dynamics  – excitation  – modal  – models  – structural

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

APA (6th Edition):

Martinez, J. (2013). The Design, Development, and Implementation of a Structural Dynamic Research Laboratory. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0046373

Chicago Manual of Style (16th Edition):

Martinez, Justin. “The Design, Development, and Implementation of a Structural Dynamic Research Laboratory.” 2013. Masters Thesis, University of Florida. Accessed November 15, 2019. http://ufdc.ufl.edu/UFE0046373.

MLA Handbook (7th Edition):

Martinez, Justin. “The Design, Development, and Implementation of a Structural Dynamic Research Laboratory.” 2013. Web. 15 Nov 2019.

Vancouver:

Martinez J. The Design, Development, and Implementation of a Structural Dynamic Research Laboratory. [Internet] [Masters thesis]. University of Florida; 2013. [cited 2019 Nov 15]. Available from: http://ufdc.ufl.edu/UFE0046373.

Council of Science Editors:

Martinez J. The Design, Development, and Implementation of a Structural Dynamic Research Laboratory. [Masters Thesis]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0046373


University of Rochester

22. Ivancic, Sarilyn R. Numerical evaluation of the dynamic response of masonry heritage structures.

Degree: PhD, 2015, University of Rochester

 A concrete damage plasticity model for non-linear FE analysis is calibrated in order to simulate the static and dynamic response of monumental structures built with… (more)

Subjects/Keywords: Adobe churche; Baths of Diocletian; Dynamic analysis; Nonlinear FE structural analysis; Pushover analysis, Roman concrete; Concrete damaged plasticity.

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APA (6th Edition):

Ivancic, S. R. (2015). Numerical evaluation of the dynamic response of masonry heritage structures. (Doctoral Dissertation). University of Rochester. Retrieved from http://hdl.handle.net/1802/29245

Chicago Manual of Style (16th Edition):

Ivancic, Sarilyn R. “Numerical evaluation of the dynamic response of masonry heritage structures.” 2015. Doctoral Dissertation, University of Rochester. Accessed November 15, 2019. http://hdl.handle.net/1802/29245.

MLA Handbook (7th Edition):

Ivancic, Sarilyn R. “Numerical evaluation of the dynamic response of masonry heritage structures.” 2015. Web. 15 Nov 2019.

Vancouver:

Ivancic SR. Numerical evaluation of the dynamic response of masonry heritage structures. [Internet] [Doctoral dissertation]. University of Rochester; 2015. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/1802/29245.

Council of Science Editors:

Ivancic SR. Numerical evaluation of the dynamic response of masonry heritage structures. [Doctoral Dissertation]. University of Rochester; 2015. Available from: http://hdl.handle.net/1802/29245


Syracuse University

23. Zhou, Qingtao. Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM).

Degree: PhD, Civil and Environmental Engineering, 2014, Syracuse University

  Critical loads (CLs) and dynamic critical loads (DCLs) are important tools for the management of ecosystems that are impacted by high sulfate, nitrate and… (more)

Subjects/Keywords: acidification; Adirondacks; Critical Loads; Dynamic Critical Loads; Great Smoky Mountain; Sulfate and nitrate; Engineering

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APA (6th Edition):

Zhou, Q. (2014). Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM). (Doctoral Dissertation). Syracuse University. Retrieved from https://surface.syr.edu/etd/174

Chicago Manual of Style (16th Edition):

Zhou, Qingtao. “Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM).” 2014. Doctoral Dissertation, Syracuse University. Accessed November 15, 2019. https://surface.syr.edu/etd/174.

MLA Handbook (7th Edition):

Zhou, Qingtao. “Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM).” 2014. Web. 15 Nov 2019.

Vancouver:

Zhou Q. Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM). [Internet] [Doctoral dissertation]. Syracuse University; 2014. [cited 2019 Nov 15]. Available from: https://surface.syr.edu/etd/174.

Council of Science Editors:

Zhou Q. Developing Critical Loads and Dynamic Critical Loads for Acidification for Watersheds in the Adirondack region of New York and Great Smoky Mountain National Park (GRSM). [Doctoral Dissertation]. Syracuse University; 2014. Available from: https://surface.syr.edu/etd/174

24. Costa, Conceição António. Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância.

Degree: 2016, RCAAP

Dissertação de mestrado em Engenharia Civil - Área de especialização: Estruturas

Mestrado realizado no âmbito de uma parceria entre a EST Barreiro/IPS e a Universidade… (more)

Subjects/Keywords: Ponte ferroviária de alta velocidade; Cargas móveis; Análise dinâmica; Método DER; Ressonância; High-speed railway bridges; Moving loads; Dynamic analysis; DER method; Resonance; Domínio/Área Científica::Engenharia e Tecnologia

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APA (6th Edition):

Costa, C. A. (2016). Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/15423

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):

Costa, Conceição António. “Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância.” 2016. Thesis, RCAAP. Accessed November 15, 2019. https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/15423.

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

MLA Handbook (7th Edition):

Costa, Conceição António. “Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância.” 2016. Web. 15 Nov 2019.

Vancouver:

Costa CA. Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância. [Internet] [Thesis]. RCAAP; 2016. [cited 2019 Nov 15]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/15423.

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

Council of Science Editors:

Costa CA. Vibrações em pontes ferroviárias de alta velocidade : método da decomposição da excitação em ressonância. [Thesis]. RCAAP; 2016. Available from: https://www.rcaap.pt/detail.jsp?id=oai:comum.rcaap.pt:10400.26/15423

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


University of Florida

25. Getter, Daniel. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.

Degree: M.E., Civil Engineering - Civil and Coastal Engineering, 2010, University of Florida

 Current practice with regard to designing bridge structures to resist impact loads associated with barge collisions relies upon the use of the AASHTO bridge design… (more)

Subjects/Keywords: Barges; Bridge engineering; Bridge piers; Bridge superstructures; Impact loads; Modeling; Piers; Statics; Stiffness; Superstructures; amplifiation, analysis, barge, bridge, design, dynamic, equivalent, impact, static, vessel

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APA (6th Edition):

Getter, D. (2010). A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0041749

Chicago Manual of Style (16th Edition):

Getter, Daniel. “A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.” 2010. Masters Thesis, University of Florida. Accessed November 15, 2019. http://ufdc.ufl.edu/UFE0041749.

MLA Handbook (7th Edition):

Getter, Daniel. “A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification.” 2010. Web. 15 Nov 2019.

Vancouver:

Getter D. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. [Internet] [Masters thesis]. University of Florida; 2010. [cited 2019 Nov 15]. Available from: http://ufdc.ufl.edu/UFE0041749.

Council of Science Editors:

Getter D. A Static Analysis Method for Barge Impact Design of Bridges with Consideration of Dynamic Amplification. [Masters Thesis]. University of Florida; 2010. Available from: http://ufdc.ufl.edu/UFE0041749


Indian Institute of Science

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

Degree: 2009, Indian Institute of Science

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

Bhoi, Manas Kumar. “The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement.” 2009. Thesis, Indian Institute of Science. Accessed November 15, 2019. http://hdl.handle.net/2005/985.

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

MLA Handbook (7th Edition):

Bhoi, Manas Kumar. “The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement.” 2009. Web. 15 Nov 2019.

Vancouver:

Bhoi MK. The Effect Of Interference Of Strip Foundations And Anchors On Their Ultimate Bearing Capacity And Elastic Settlement. [Internet] [Thesis]. Indian Institute of Science; 2009. [cited 2019 Nov 15]. Available from: http://hdl.handle.net/2005/985.

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

Council of Science Editors:

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

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


Ryerson University

27. Zolqadr, Emad. Buckling of Spherical Concrete Shells.

Degree: 2017, Ryerson University

 This study is focused on the buckling behavior of spherical concrete shells (domes) under different loading conditions. The background of analytical analysis and recommended equations… (more)

Subjects/Keywords: Shells (Engineering)  – Design and construction; Finite element method; Structural analysis (Engineering); Shells, Concrete  – Expansion and contraction; Strains and stresses – Mathematical models; Buckling (Mechanics); Loads (Mechanics)

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

APA (6th Edition):

Zolqadr, E. (2017). Buckling of Spherical Concrete Shells. (Thesis). Ryerson University. Retrieved from https://digital.library.ryerson.ca/islandora/object/RULA%3A7071

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):

Zolqadr, Emad. “Buckling of Spherical Concrete Shells.” 2017. Thesis, Ryerson University. Accessed November 15, 2019. https://digital.library.ryerson.ca/islandora/object/RULA%3A7071.

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

MLA Handbook (7th Edition):

Zolqadr, Emad. “Buckling of Spherical Concrete Shells.” 2017. Web. 15 Nov 2019.

Vancouver:

Zolqadr E. Buckling of Spherical Concrete Shells. [Internet] [Thesis]. Ryerson University; 2017. [cited 2019 Nov 15]. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7071.

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

Council of Science Editors:

Zolqadr E. Buckling of Spherical Concrete Shells. [Thesis]. Ryerson University; 2017. Available from: https://digital.library.ryerson.ca/islandora/object/RULA%3A7071

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


Queensland University of Technology

28. Aflatooni, Mehran. Synthetic rating system for railway bridge management.

Degree: 2015, Queensland University of Technology

 This thesis developed a condition assessment and rating method to identify those bridges in a network which are in most need of repair for an… (more)

Subjects/Keywords: Bridge condition assessment; bridge management; bridge rating; critical factors; criticality of component; vulnerability of components; structural analysis; analytic hierarchy process; train loads, flood, collision, earthquake; wind, environmental effects

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

APA (6th Edition):

Aflatooni, M. (2015). Synthetic rating system for railway bridge management. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/81784/

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):

Aflatooni, Mehran. “Synthetic rating system for railway bridge management.” 2015. Thesis, Queensland University of Technology. Accessed November 15, 2019. https://eprints.qut.edu.au/81784/.

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

MLA Handbook (7th Edition):

Aflatooni, Mehran. “Synthetic rating system for railway bridge management.” 2015. Web. 15 Nov 2019.

Vancouver:

Aflatooni M. Synthetic rating system for railway bridge management. [Internet] [Thesis]. Queensland University of Technology; 2015. [cited 2019 Nov 15]. Available from: https://eprints.qut.edu.au/81784/.

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

Council of Science Editors:

Aflatooni M. Synthetic rating system for railway bridge management. [Thesis]. Queensland University of Technology; 2015. Available from: https://eprints.qut.edu.au/81784/

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


Queensland University of Technology

29. Hidallana Gamage, Hasitha Damruwan. Response of laminated glass panels to near field blast events.

Degree: 2015, Queensland University of Technology

This thesis develops and applies an analytical method to treat the blast response of glass façades and studies the influence of controlling parameters such as all component materials and geometric properties, support conditions and energy absorption, and hence establishes a framework for their design for a credible blast event.

Subjects/Keywords: Blast loads; Laminated glass; Glass panes; Interlayer material; Structural silicone sealant; Design standards; Strain rate effects; Finite element analysis; Material properties; Energy absorption

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

APA (6th Edition):

Hidallana Gamage, H. D. (2015). Response of laminated glass panels to near field blast events. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/85263/

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):

Hidallana Gamage, Hasitha Damruwan. “Response of laminated glass panels to near field blast events.” 2015. Thesis, Queensland University of Technology. Accessed November 15, 2019. https://eprints.qut.edu.au/85263/.

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

MLA Handbook (7th Edition):

Hidallana Gamage, Hasitha Damruwan. “Response of laminated glass panels to near field blast events.” 2015. Web. 15 Nov 2019.

Vancouver:

Hidallana Gamage HD. Response of laminated glass panels to near field blast events. [Internet] [Thesis]. Queensland University of Technology; 2015. [cited 2019 Nov 15]. Available from: https://eprints.qut.edu.au/85263/.

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

Council of Science Editors:

Hidallana Gamage HD. Response of laminated glass panels to near field blast events. [Thesis]. Queensland University of Technology; 2015. Available from: https://eprints.qut.edu.au/85263/

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


McGill University

30. Hoenderkamp, Hans J. C. D. A general hand method of analysis for tall building structures subject to lateral loads.

Degree: PhD, Department of Civil Engineering and Applied Mechanics., 1983, McGill University

A generalized approximate hand method of analysis is presented for determining the lateral deflections and internal forces in complex multi-storey structures subject to lateral loading.… (more)

Subjects/Keywords: Tall buildings.; Structural analysis (Engineering)  – Approximation methods.; Dead loads (Mechanics)  – Approximation methods.

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

APA (6th Edition):

Hoenderkamp, H. J. C. D. (1983). A general hand method of analysis for tall building structures subject to lateral loads. (Doctoral Dissertation). McGill University. Retrieved from http://digitool.library.mcgill.ca/thesisfile71892.pdf

Chicago Manual of Style (16th Edition):

Hoenderkamp, Hans J C D. “A general hand method of analysis for tall building structures subject to lateral loads.” 1983. Doctoral Dissertation, McGill University. Accessed November 15, 2019. http://digitool.library.mcgill.ca/thesisfile71892.pdf.

MLA Handbook (7th Edition):

Hoenderkamp, Hans J C D. “A general hand method of analysis for tall building structures subject to lateral loads.” 1983. Web. 15 Nov 2019.

Vancouver:

Hoenderkamp HJCD. A general hand method of analysis for tall building structures subject to lateral loads. [Internet] [Doctoral dissertation]. McGill University; 1983. [cited 2019 Nov 15]. Available from: http://digitool.library.mcgill.ca/thesisfile71892.pdf.

Council of Science Editors:

Hoenderkamp HJCD. A general hand method of analysis for tall building structures subject to lateral loads. [Doctoral Dissertation]. McGill University; 1983. Available from: http://digitool.library.mcgill.ca/thesisfile71892.pdf

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