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You searched for subject:(backbone curve). Showing records 1 – 4 of 4 total matches.

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University of California – San Diego

1. Ozkula, Gulen. Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames.

Degree: Structural Engineering, 2017, University of California – San Diego

 Steel Special Moment Frame (SMF) is a preferred seismic force-resisting system for its architectural flexibility and high ductility. To achieve economy in design and construction,… (more)

Subjects/Keywords: Civil engineering; backbone curve; cyclic behavior; failure mode classification; slenderness ratio; Steel beam-column

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APA (6th Edition):

Ozkula, G. (2017). Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames. (Thesis). University of California – San Diego. Retrieved from http://www.escholarship.org/uc/item/0gc7z55w

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):

Ozkula, Gulen. “Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames.” 2017. Thesis, University of California – San Diego. Accessed December 12, 2019. http://www.escholarship.org/uc/item/0gc7z55w.

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

MLA Handbook (7th Edition):

Ozkula, Gulen. “Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames.” 2017. Web. 12 Dec 2019.

Vancouver:

Ozkula G. Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames. [Internet] [Thesis]. University of California – San Diego; 2017. [cited 2019 Dec 12]. Available from: http://www.escholarship.org/uc/item/0gc7z55w.

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

Council of Science Editors:

Ozkula G. Seismic Behavior, Modeling and Design of Deep Wide-Flange Steel Columns for Special Moment Frames. [Thesis]. University of California – San Diego; 2017. Available from: http://www.escholarship.org/uc/item/0gc7z55w

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

2. Huang, He. Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping.

Degree: PhD, Mechanical Engineering, 2014, University of New Orleans

  Large-amplitude vibration of thin plates and shells has been critical design issues for many engineering structures. The increasingly more stringent safety requirements and the… (more)

Subjects/Keywords: Large-amplitude Vibration; Damping; Backbone Curve; Dynamic Failure; Plate and Shell

…imperfection, the vibration can be represented as a well-known backbone curve transforming from… …Keywords: Large-amplitude Vibration; Damping; Backbone Curve; Dynamic Failure; Plate and Shell… …hardening process, which should ultimately result in a backbone shape curve [55]. In… …generated for the vibration thus plotting the data to get our accurate backbone curve. This is… …plotted to generate the accurate backbone curve. Then a reasonable comparison will be made… 

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APA (6th Edition):

Huang, H. (2014). Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping. (Doctoral Dissertation). University of New Orleans. Retrieved from https://scholarworks.uno.edu/td/1924

Chicago Manual of Style (16th Edition):

Huang, He. “Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping.” 2014. Doctoral Dissertation, University of New Orleans. Accessed December 12, 2019. https://scholarworks.uno.edu/td/1924.

MLA Handbook (7th Edition):

Huang, He. “Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping.” 2014. Web. 12 Dec 2019.

Vancouver:

Huang H. Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping. [Internet] [Doctoral dissertation]. University of New Orleans; 2014. [cited 2019 Dec 12]. Available from: https://scholarworks.uno.edu/td/1924.

Council of Science Editors:

Huang H. Large-Amplitude Vibration of Imperfect Rectangular, Circular and Laminated Plate with Viscous Damping. [Doctoral Dissertation]. University of New Orleans; 2014. Available from: https://scholarworks.uno.edu/td/1924


Texas A&M University

3. Al-Ramthan, Ahmed Qasim Obaid. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.

Degree: PhD, Civil Engineering, 2019, Texas A&M University

 The nonlinear cyclic behavior of a soil-structure system has a significant influence on the mechanical response of this system. The cyclic response of soil-structure system… (more)

Subjects/Keywords: Plasticity; Kinematic hardening model; Bounding surface model; Cyclic loading; Inclined loading; Lateral loading; Offshore structures; Wind turbines; Caisson; Pile; Anchor; Mooring line; Single-line; Multiline; Sheet pile wall; Retaining wall; Railroads; Cumulative displacements; Wall displacements; P-y curve; Cyclic backbone; Soil spring; Lateral soil pressure; Finite element analysis; Asymmetric Fourier elements; ABAQUS; UEL subroutine; MATLAB; Cohesive soil; Nonlinear cyclic behavior; Soil-structure system; Von Mises failure criterion.

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APA (6th Edition):

Al-Ramthan, A. Q. O. (2019). Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/185013

Chicago Manual of Style (16th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Doctoral Dissertation, Texas A&M University. Accessed December 12, 2019. http://hdl.handle.net/1969.1/185013.

MLA Handbook (7th Edition):

Al-Ramthan, Ahmed Qasim Obaid. “Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads.” 2019. Web. 12 Dec 2019.

Vancouver:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Internet] [Doctoral dissertation]. Texas A&M University; 2019. [cited 2019 Dec 12]. Available from: http://hdl.handle.net/1969.1/185013.

Council of Science Editors:

Al-Ramthan AQO. Behavior of Walls and Piles in Cohesive Soils Under Cyclic Loads. [Doctoral Dissertation]. Texas A&M University; 2019. Available from: http://hdl.handle.net/1969.1/185013


Brigham Young University

4. Olsen, Peter A. Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling.

Degree: MS, 2007, Brigham Young University

 A major concern for geotechnical engineers is the ability to predict how a soil will react to large ground motions produced by earthquakes. Of all… (more)

Subjects/Keywords: geotechnical engineering; geotechnical; earthquake; earthquake engineering; liquefaction; liquefying sand; shear modulus; modeling; earthquake modeling; shear modulus degradation; acceleration time history; velocity time history; displacement time history; ground motions; liquefiable soils; backbone curve; Port Island Downhole Array; 1995 Kobe earthquake; excess pore pressure ratio; response spectrum; equivalent linear method; nonlinear method; stress-strain loop; hysteretic loop; NERA; Civil and Environmental Engineering

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

APA (6th Edition):

Olsen, P. A. (2007). Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2213&context=etd

Chicago Manual of Style (16th Edition):

Olsen, Peter A. “Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling.” 2007. Masters Thesis, Brigham Young University. Accessed December 12, 2019. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2213&context=etd.

MLA Handbook (7th Edition):

Olsen, Peter A. “Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling.” 2007. Web. 12 Dec 2019.

Vancouver:

Olsen PA. Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling. [Internet] [Masters thesis]. Brigham Young University; 2007. [cited 2019 Dec 12]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2213&context=etd.

Council of Science Editors:

Olsen PA. Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling. [Masters Thesis]. Brigham Young University; 2007. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2213&context=etd

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