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You searched for subject:(Steel Moment Frames). Showing records 1 – 20 of 20 total matches.

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Virginia Tech

1. Atlayan, Ozgur. Hybrid Steel Frames.

Degree: PhD, Civil Engineering, 2013, Virginia Tech

 The buildings that are designed according to the building codes generally perform well at severe performance objectives (like life safety) under high earthquake hazard levels.… (more)

Subjects/Keywords: Seismic design; Structural steel; Buckling Restrained Braced Frames; Moment Resisting Steel Frames; Low Strength Steel

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APA (6th Edition):

Atlayan, O. (2013). Hybrid Steel Frames. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/50562

Chicago Manual of Style (16th Edition):

Atlayan, Ozgur. “Hybrid Steel Frames.” 2013. Doctoral Dissertation, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/50562.

MLA Handbook (7th Edition):

Atlayan, Ozgur. “Hybrid Steel Frames.” 2013. Web. 29 Mar 2020.

Vancouver:

Atlayan O. Hybrid Steel Frames. [Internet] [Doctoral dissertation]. Virginia Tech; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/50562.

Council of Science Editors:

Atlayan O. Hybrid Steel Frames. [Doctoral Dissertation]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/50562


San Jose State University

2. Knutsen, Matthew. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.

Degree: MS, Civil Engineering, 2010, San Jose State University

  A preliminary quantitative analysis of steel moment resisting frames as the lateral force-resisting system for light-framed wood buildings was completed to identify issues requiring… (more)

Subjects/Keywords: commercial building; inelastic analysis; steel moment frames; wood

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APA (6th Edition):

Knutsen, M. (2010). Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. (Masters Thesis). San Jose State University. Retrieved from https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871

Chicago Manual of Style (16th Edition):

Knutsen, Matthew. “Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.” 2010. Masters Thesis, San Jose State University. Accessed March 29, 2020. https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871.

MLA Handbook (7th Edition):

Knutsen, Matthew. “Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings.” 2010. Web. 29 Mar 2020.

Vancouver:

Knutsen M. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. [Internet] [Masters thesis]. San Jose State University; 2010. [cited 2020 Mar 29]. Available from: https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871.

Council of Science Editors:

Knutsen M. Inelastic Analysis of Steel Moment Resisting Frames in Light-Framed Wood Buildings. [Masters Thesis]. San Jose State University; 2010. Available from: https://doi.org/10.31979/etd.qqr7-bscq ; https://scholarworks.sjsu.edu/etd_theses/3871


University of Southern California

3. Nastar, Navid. The effect of higher modes on earthquake fatigue damage to steel moment frames.

Degree: PhD, Civil Engineering, 2010, University of Southern California

 Following the Northridge Earthquake (1994), the SAC steel project was initiated to investigate the causes of widespread damage observed in the connections of steel moment(more)

Subjects/Keywords: fatigue; structural fatigue; higher mode effects; steel moment frames; fatigue damage; fatigue failure

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APA (6th Edition):

Nastar, N. (2010). The effect of higher modes on earthquake fatigue damage to steel moment frames. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/592251/rec/6599

Chicago Manual of Style (16th Edition):

Nastar, Navid. “The effect of higher modes on earthquake fatigue damage to steel moment frames.” 2010. Doctoral Dissertation, University of Southern California. Accessed March 29, 2020. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/592251/rec/6599.

MLA Handbook (7th Edition):

Nastar, Navid. “The effect of higher modes on earthquake fatigue damage to steel moment frames.” 2010. Web. 29 Mar 2020.

Vancouver:

Nastar N. The effect of higher modes on earthquake fatigue damage to steel moment frames. [Internet] [Doctoral dissertation]. University of Southern California; 2010. [cited 2020 Mar 29]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/592251/rec/6599.

Council of Science Editors:

Nastar N. The effect of higher modes on earthquake fatigue damage to steel moment frames. [Doctoral Dissertation]. University of Southern California; 2010. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll127/id/592251/rec/6599


Virginia Tech

4. Toellner, Bradley W. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.

Degree: MS, Civil and Environmental Engineering, 2013, Virginia Tech

 A series of full-scale beam-to-column moment connection tests were completed to determine the effects of powder actuated fasteners (PAF) and puddle welds on the seismic… (more)

Subjects/Keywords: Finite Element Modeling; Low-cycle Fatigue; Seismic Behavior; Steel Moment Resisting Frames; Full-Scale Testing

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APA (6th Edition):

Toellner, B. W. (2013). Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/23171

Chicago Manual of Style (16th Edition):

Toellner, Bradley W. “Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.” 2013. Masters Thesis, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/23171.

MLA Handbook (7th Edition):

Toellner, Bradley W. “Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions.” 2013. Web. 29 Mar 2020.

Vancouver:

Toellner BW. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/23171.

Council of Science Editors:

Toellner BW. Evaluating the Effect of Decking Fasteners on the Seismic Behavior of Steel Moment Frame Plastic Hinge Regions. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/23171


Brigham Young University

5. O'Neill, Leah. Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes.

Degree: MS, 2014, Brigham Young University

 While moment frames are a popular lateral-force resisting system, their constant cross-section can lead to inefficiencies in energy absorption and stiffness. By tapering the flange… (more)

Subjects/Keywords: steel moment frames; seismic design; lateral-torsional buckling; Civil and Environmental Engineering

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APA (6th Edition):

O'Neill, L. (2014). Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6758&context=etd

Chicago Manual of Style (16th Edition):

O'Neill, Leah. “Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes.” 2014. Masters Thesis, Brigham Young University. Accessed March 29, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6758&context=etd.

MLA Handbook (7th Edition):

O'Neill, Leah. “Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes.” 2014. Web. 29 Mar 2020.

Vancouver:

O'Neill L. Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes. [Internet] [Masters thesis]. Brigham Young University; 2014. [cited 2020 Mar 29]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6758&context=etd.

Council of Science Editors:

O'Neill L. Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes. [Masters Thesis]. Brigham Young University; 2014. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6758&context=etd


Texas A&M University

6. Ngo, Thanh Tat. Optimal Panel Zone Participation in Steel Moment Frames.

Degree: 2014, Texas A&M University

 This work investigates the role of panel zones in the seismic response of buildings using steel moment frames. To address this debated matter requires well-developed… (more)

Subjects/Keywords: Frame Element; Local Buckling; Steel Frame Connection Model; Panel Zone Model; Steel Moment Frames; Seismic Performance; Collapse Margin Ratio

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APA (6th Edition):

Ngo, T. T. (2014). Optimal Panel Zone Participation in Steel Moment Frames. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/152471

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):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Thesis, Texas A&M University. Accessed March 29, 2020. http://hdl.handle.net/1969.1/152471.

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

MLA Handbook (7th Edition):

Ngo, Thanh Tat. “Optimal Panel Zone Participation in Steel Moment Frames.” 2014. Web. 29 Mar 2020.

Vancouver:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Internet] [Thesis]. Texas A&M University; 2014. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1969.1/152471.

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

Council of Science Editors:

Ngo TT. Optimal Panel Zone Participation in Steel Moment Frames. [Thesis]. Texas A&M University; 2014. Available from: http://hdl.handle.net/1969.1/152471

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


University of Manitoba

7. Khalili Ghomi, Shervin. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.

Degree: Civil Engineering, 2019, University of Manitoba

 In the past two decades, Fiber Reinforced Polymers (FRPs) have been introduced as an effective alternative for the conventional steel bars and stirrups in reinforced… (more)

Subjects/Keywords: GFRP-RC; Moment-resisting frames; Seismic performance; Cyclic loading; Beam-column connections; Beam-column-slab subassemblies; Lateral load-drift response; Bolted steel side plates; FRP-RC moment-resisting frames

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APA (6th Edition):

Khalili Ghomi, S. (2019). Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. (Thesis). University of Manitoba. Retrieved from http://hdl.handle.net/1993/34286

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):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Thesis, University of Manitoba. Accessed March 29, 2020. http://hdl.handle.net/1993/34286.

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

MLA Handbook (7th Edition):

Khalili Ghomi, Shervin. “Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies.” 2019. Web. 29 Mar 2020.

Vancouver:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Internet] [Thesis]. University of Manitoba; 2019. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1993/34286.

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

Council of Science Editors:

Khalili Ghomi S. Seismic performance of GFRP-RC beam-column and beam-column-slab subassemblies. [Thesis]. University of Manitoba; 2019. Available from: http://hdl.handle.net/1993/34286

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


University of Toronto

8. Kyriakopoulos, Nikolas. Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping.

Degree: 2012, University of Toronto

A typical 1960s Type 2 Construction steel MRF hospital structure in Quebec, representative of a prevalent construction philosophy of the time, was investigated and modelled… (more)

Subjects/Keywords: steel moment-resisting frames; Type 2 Construction; nonlinear time-history analysis; supplemental damping; performance-based design; 0543

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APA (6th Edition):

Kyriakopoulos, N. (2012). Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping. (Masters Thesis). University of Toronto. Retrieved from http://hdl.handle.net/1807/33281

Chicago Manual of Style (16th Edition):

Kyriakopoulos, Nikolas. “Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping.” 2012. Masters Thesis, University of Toronto. Accessed March 29, 2020. http://hdl.handle.net/1807/33281.

MLA Handbook (7th Edition):

Kyriakopoulos, Nikolas. “Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping.” 2012. Web. 29 Mar 2020.

Vancouver:

Kyriakopoulos N. Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping. [Internet] [Masters thesis]. University of Toronto; 2012. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1807/33281.

Council of Science Editors:

Kyriakopoulos N. Upgrade of Seismically Deficient Steel Frame Structures Built in Canada Between the 1960s and 1980s Using Passive Supplemental Damping. [Masters Thesis]. University of Toronto; 2012. Available from: http://hdl.handle.net/1807/33281


University of Miami

9. Kayikci, Duygu. The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks.

Degree: PhD, Civil, Architectural and Environmental Engineering (Engineering), 2011, University of Miami

  This study investigates seismic response of the Moment-Resisting-Steel Frames (MRSF) with the architectural setbacks. The main objective of the study is to understand the… (more)

Subjects/Keywords: Seismic Design; Moment Resisting Steel Frames; Architectural Setbacks; Non-linear Time History Analysis; Incremental Dynamic Analysis (IDA)

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APA (6th Edition):

Kayikci, D. (2011). The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks. (Doctoral Dissertation). University of Miami. Retrieved from https://scholarlyrepository.miami.edu/oa_dissertations/583

Chicago Manual of Style (16th Edition):

Kayikci, Duygu. “The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks.” 2011. Doctoral Dissertation, University of Miami. Accessed March 29, 2020. https://scholarlyrepository.miami.edu/oa_dissertations/583.

MLA Handbook (7th Edition):

Kayikci, Duygu. “The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks.” 2011. Web. 29 Mar 2020.

Vancouver:

Kayikci D. The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks. [Internet] [Doctoral dissertation]. University of Miami; 2011. [cited 2020 Mar 29]. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/583.

Council of Science Editors:

Kayikci D. The Behavior of Moment Resisting Steel Frames Under Seismic Excitation with Variation of Geometric Dimensions of Architectural Setbacks. [Doctoral Dissertation]. University of Miami; 2011. Available from: https://scholarlyrepository.miami.edu/oa_dissertations/583


University of Western Ontario

10. Sultana, Papia. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.

Degree: 2016, University of Western Ontario

 Although conventional earthquake-resisting structural systems provide the life safety level during earthquakes, they experience significant structural damage when exposed to strong ground shaking that render… (more)

Subjects/Keywords: Seismic performance; Steel moment resisting frames; Maximum inter-storey drift; Maximum residual inter-storey drift; Incremental dynamic analysis; Shape memory alloy; Modular steel building; Braced frames; Bolted connection; Dynamic analysis; Structural Engineering

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APA (6th Edition):

Sultana, P. (2016). Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/4171

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):

Sultana, Papia. “Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.” 2016. Thesis, University of Western Ontario. Accessed March 29, 2020. https://ir.lib.uwo.ca/etd/4171.

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

MLA Handbook (7th Edition):

Sultana, Papia. “Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys.” 2016. Web. 29 Mar 2020.

Vancouver:

Sultana P. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. [Internet] [Thesis]. University of Western Ontario; 2016. [cited 2020 Mar 29]. Available from: https://ir.lib.uwo.ca/etd/4171.

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

Council of Science Editors:

Sultana P. Enhancing the Seismic Performance of Steel Structures Utilizing Superelastic Shape Memory Alloys. [Thesis]. University of Western Ontario; 2016. Available from: https://ir.lib.uwo.ca/etd/4171

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


North Carolina State University

11. Harris, John Leroy III. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.

Degree: MS, Civil Engineering, 2002, North Carolina State University

 Current design office methodologies for seismic design of steel moment frames include forced-based methods for calculating equivalent lateral forces and a static elastic analysis. Research… (more)

Subjects/Keywords: Capacity Design; Earthquake; Engineering; Seismic; Steel Moment Frames; Steel Design; Displacement-Based Design; Advanced Analysis; Performance-Based Seismic Engineering

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APA (6th Edition):

Harris, J. L. I. (2002). Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. (Thesis). North Carolina State University. Retrieved from http://www.lib.ncsu.edu/resolver/1840.16/193

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):

Harris, John Leroy III. “Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.” 2002. Thesis, North Carolina State University. Accessed March 29, 2020. http://www.lib.ncsu.edu/resolver/1840.16/193.

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

MLA Handbook (7th Edition):

Harris, John Leroy III. “Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis.” 2002. Web. 29 Mar 2020.

Vancouver:

Harris JLI. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. [Internet] [Thesis]. North Carolina State University; 2002. [cited 2020 Mar 29]. Available from: http://www.lib.ncsu.edu/resolver/1840.16/193.

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

Council of Science Editors:

Harris JLI. Seismic Analysis and Design of Type FR Steel Frames Using Displacement-Based Design and Advanced Analysis. [Thesis]. North Carolina State University; 2002. Available from: http://www.lib.ncsu.edu/resolver/1840.16/193

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


Georgia Tech

12. Kinali, Kursat. Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States.

Degree: PhD, Civil and Environmental Engineering, 2007, Georgia Tech

 The Central and Eastern United States (CEUS) is a region that is characterized by low frequency-high consequence seismic events such as the New Madrid sequence… (more)

Subjects/Keywords: Response spectrum; Buckling restrained braces; Synthetic ground motions; Seismic performance; Braced frames; Earthquakes; Capacity spectrum method; Seismic rehabilitation; Seismic fragility; Moment resisting steel frames; Partially restrained connections

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APA (6th Edition):

Kinali, K. (2007). Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/14528

Chicago Manual of Style (16th Edition):

Kinali, Kursat. “Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States.” 2007. Doctoral Dissertation, Georgia Tech. Accessed March 29, 2020. http://hdl.handle.net/1853/14528.

MLA Handbook (7th Edition):

Kinali, Kursat. “Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States.” 2007. Web. 29 Mar 2020.

Vancouver:

Kinali K. Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States. [Internet] [Doctoral dissertation]. Georgia Tech; 2007. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1853/14528.

Council of Science Editors:

Kinali K. Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States. [Doctoral Dissertation]. Georgia Tech; 2007. Available from: http://hdl.handle.net/1853/14528

13. Ντέρη, Αγορίτσα. Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής.

Degree: 2013, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας

The present Thesis offers analytically an optimization procedure for the design of Reduced Beam Section steel moment resisting frame connection under monotone and cyclic loading,… (more)

Subjects/Keywords: Χαλύβδινα πλαίσια ανθεκτικά σε ροπή; Συνδέσεις με μειωμένη διατομή δοκού; Απορρόφηση σεισμικής ενέργειας; Ολκιμότητα; Βέλτιστος σχεδιασμός; Moment resisting steel frames; Reduced beam section (RBS) connections; Seismic energy dissipation; Ductility; OPTIMUM DESIGN

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APA (6th Edition):

Ντέρη, . . (2013). Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής. (Thesis). University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Retrieved from http://hdl.handle.net/10442/hedi/28151

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):

Ντέρη, Αγορίτσα. “Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής.” 2013. Thesis, University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας. Accessed March 29, 2020. http://hdl.handle.net/10442/hedi/28151.

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

MLA Handbook (7th Edition):

Ντέρη, Αγορίτσα. “Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής.” 2013. Web. 29 Mar 2020.

Vancouver:

Ντέρη . Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής. [Internet] [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10442/hedi/28151.

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

Council of Science Editors:

Ντέρη . Παραμετρική ανάλυση και βελτιστοποίηση συνδέσεων χαλύβδινων πλαισίων με δοκούς μειωμένης διατομής. [Thesis]. University of Thessaly (UTH); Πανεπιστήμιο Θεσσαλίας; 2013. Available from: http://hdl.handle.net/10442/hedi/28151

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

14. Gabay, Zachary M. Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress.

Degree: MS, Civil Engineering, 2012, Penn State University

 A progressive collapse is characterized by initial local damage to a structural element leading to collapse of a large portion of the structure. Recently, investigation… (more)

Subjects/Keywords: Progressive Collapse; Steel Moment Frames; Occupant Egress; Abaqus; Finite Element Analysis; Nonlinear Static; Riks

…x28;1983) was the first to evaluate steel moment frames. Gross evaluated a 2D frame with… …steel moment - framed building with 8 above grade office stories and 2 underground parking… …58.5 m) steel moment framed building with a composite concrete slab, designed in… …components and on space frames, respectively. These preliminary investigations are necessary to… …AISC Steel Construction Manual, 14th Edition. The building features 8 above grade office… 

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

APA (6th Edition):

Gabay, Z. M. (2012). Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress. (Masters Thesis). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/15282

Chicago Manual of Style (16th Edition):

Gabay, Zachary M. “Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress.” 2012. Masters Thesis, Penn State University. Accessed March 29, 2020. https://etda.libraries.psu.edu/catalog/15282.

MLA Handbook (7th Edition):

Gabay, Zachary M. “Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress.” 2012. Web. 29 Mar 2020.

Vancouver:

Gabay ZM. Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress. [Internet] [Masters thesis]. Penn State University; 2012. [cited 2020 Mar 29]. Available from: https://etda.libraries.psu.edu/catalog/15282.

Council of Science Editors:

Gabay ZM. Mid-rise Building Progressive Collapse Finite Element Modeling with Consideration of Occupant Egress. [Masters Thesis]. Penn State University; 2012. Available from: https://etda.libraries.psu.edu/catalog/15282


Virginia Tech

15. Iyer, Hariharan. The Effects of Shear Deformation in Rectangular and Wide Flange Sections.

Degree: MS, Civil Engineering, 2005, Virginia Tech

 Shear deformations are, generally, not considered in structural analysis of beams and frames. But shear deformations in members with low clear span-to-member depth ratio will… (more)

Subjects/Keywords: Shear Deformations; Shear Area; Form Factor; Rectangular Section; Steel Moment Resisting Frames; Displacement Participation Factor; Wide Flange Section

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APA (6th Edition):

Iyer, H. (2005). The Effects of Shear Deformation in Rectangular and Wide Flange Sections. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/31421

Chicago Manual of Style (16th Edition):

Iyer, Hariharan. “The Effects of Shear Deformation in Rectangular and Wide Flange Sections.” 2005. Masters Thesis, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/31421.

MLA Handbook (7th Edition):

Iyer, Hariharan. “The Effects of Shear Deformation in Rectangular and Wide Flange Sections.” 2005. Web. 29 Mar 2020.

Vancouver:

Iyer H. The Effects of Shear Deformation in Rectangular and Wide Flange Sections. [Internet] [Masters thesis]. Virginia Tech; 2005. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/31421.

Council of Science Editors:

Iyer H. The Effects of Shear Deformation in Rectangular and Wide Flange Sections. [Masters Thesis]. Virginia Tech; 2005. Available from: http://hdl.handle.net/10919/31421


Virginia Tech

16. Ryan, John C. Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes.

Degree: PhD, Civil Engineering, 2006, Virginia Tech

 The presented research investigated the viability of a double-braided synthetic fiber rope for providing improved performance of steel moment frames subjected to earthquake-induced ground motions.… (more)

Subjects/Keywords: passive control devices; steel moment frames; residual drift; shaking table; scale modeling; earthquake; synthetic fiber ropes; seismic performance

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

APA (6th Edition):

Ryan, J. C. (2006). Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/29392

Chicago Manual of Style (16th Edition):

Ryan, John C. “Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes.” 2006. Doctoral Dissertation, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/29392.

MLA Handbook (7th Edition):

Ryan, John C. “Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes.” 2006. Web. 29 Mar 2020.

Vancouver:

Ryan JC. Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes. [Internet] [Doctoral dissertation]. Virginia Tech; 2006. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/29392.

Council of Science Editors:

Ryan JC. Analytical and Experimental Investigation of Improving Seismic Performance of Steel Moment Frames Using Synthetic Fiber Ropes. [Doctoral Dissertation]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/29392

17. TORRES, PABLO. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.

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

 Analytical models for the characterization of the response of column base connections (i.e. exposed and embedded base plates) are developed and implemented in the Open… (more)

Subjects/Keywords: Civil engineering; Column Base Connections; Hysteretic Models; Rotational Stiffness; Seismic Demands; Steel Moment Frames

…Demands In Column Base Connections of Steel Moment Frames”. Journal of the Earthquake… …CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES By Pablo Torres Rodas… …assess the performance of Steel Special Moment Resisting Frames (SMRFs) in the… …accurate characterization of the response of column base connections of Steel Moment Frames… …are critical elements in Steel Moment Frames (SMFs) that transfer loads (… 

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

APA (6th Edition):

TORRES, P. (2018). ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/40r716p7

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):

TORRES, PABLO. “ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.” 2018. Thesis, University of California – Irvine. Accessed March 29, 2020. http://www.escholarship.org/uc/item/40r716p7.

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

MLA Handbook (7th Edition):

TORRES, PABLO. “ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES.” 2018. Web. 29 Mar 2020.

Vancouver:

TORRES P. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. [Internet] [Thesis]. University of California – Irvine; 2018. [cited 2020 Mar 29]. Available from: http://www.escholarship.org/uc/item/40r716p7.

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

Council of Science Editors:

TORRES P. ANALYTICAL MODELS FOR COLUMN BASE CONNECTIONS AND THEIR EFFECT IN SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES. [Thesis]. University of California – Irvine; 2018. Available from: http://www.escholarship.org/uc/item/40r716p7

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


University of Illinois – Urbana-Champaign

18. Hoffman, Seth T. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.

Degree: MS, 0106, 2010, University of Illinois – Urbana-Champaign

 Progressive or disproportionate collapse occurs when localized structural damage leads to widespread collapse or failure of a structure. Although the loss of any structural component… (more)

Subjects/Keywords: progressive collapse; disproportionate collapse; structural robustness; dynamic column-loss; inertia effects; dynamic amplification; steel moment frames; connection demands; alternate path method

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

APA (6th Edition):

Hoffman, S. T. (2010). Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/16210

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):

Hoffman, Seth T. “Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.” 2010. Thesis, University of Illinois – Urbana-Champaign. Accessed March 29, 2020. http://hdl.handle.net/2142/16210.

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

MLA Handbook (7th Edition):

Hoffman, Seth T. “Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios.” 2010. Web. 29 Mar 2020.

Vancouver:

Hoffman ST. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2010. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/2142/16210.

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

Council of Science Editors:

Hoffman ST. Behavior and performance of steel moment-framed buildings subject to dynamic column loss scenarios. [Thesis]. University of Illinois – Urbana-Champaign; 2010. Available from: http://hdl.handle.net/2142/16210

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

19. Skalomenos, Konstantinos. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.

Degree: 2014, University of Patras; Πανεπιστήμιο Πατρών

 The purpose of this research is to investigate the seismic behavior of plane moment resisting frames (MRFs) consisting of concrete filled steel tube (CFT) columns… (more)

Subjects/Keywords: Κοιλοδοκοί γεμισμένοι με σκυρόδεμα; Σύμμικτα υποστυλώματα; Πεπερασμένα στοιχεία; Φαινόμενα απομείωσης αντοχής και δυσκαμψίας; Υστερητικά μοντέλα; Συγκεντρωμένη πλαστιμότητα; Καμπύλες τρωτότητας; Καμπτικά επίπεδα πλαίσια; Παραμετρικές μελέτες; Αντισεισμικός σχεδιασμός; Υβριδική μέθοδος σχεδιασμού; Συντελεστής συμπεριφοράς; Καθολική πλαστιμότητα κορυφής; Επιτελεστικότητα; Concrete filled steel tube; Composite columns; Finite elements; Deterioration effects; Strength and stiffness degradation; Hysteretic models; Concentrated plasticity; Fragility curves; Moment resisting frames; Parametric studies; Seismic design; Hybrid seismic design method; Behavior factor or strength reduction factor; Roof ductility; Performance - based design

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

APA (6th Edition):

Skalomenos, K. (2014). Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. (Thesis). University of Patras; Πανεπιστήμιο Πατρών. Retrieved from http://hdl.handle.net/10442/hedi/35563

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):

Skalomenos, Konstantinos. “Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.” 2014. Thesis, University of Patras; Πανεπιστήμιο Πατρών. Accessed March 29, 2020. http://hdl.handle.net/10442/hedi/35563.

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

MLA Handbook (7th Edition):

Skalomenos, Konstantinos. “Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams.” 2014. Web. 29 Mar 2020.

Vancouver:

Skalomenos K. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. [Internet] [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10442/hedi/35563.

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

Council of Science Editors:

Skalomenos K. Seismic performance of plane moment resisting frames with concrete filled steel tube columns and steel I beams. [Thesis]. University of Patras; Πανεπιστήμιο Πατρών; 2014. Available from: http://hdl.handle.net/10442/hedi/35563

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

20. Alanazi, Abdulaziz Manqal. The Use of Core and Outrigger Systems for High-Rise Steel Structures.

Degree: MS(M.S.), Civil Engineering, 2019, University of Dayton

 With increases in building heights, understanding the effectiveness, advantages, and limits of different structural systems to resist lateral loads is crucial. Such tall buildings rely… (more)

Subjects/Keywords: Civil Engineering; Structural systems for tall buildings; Outriggers system; Braced core; moment frames; Lateral loads; Steel structures; STAAD Pro CONNECT edition

…analysis and comparative study, moment frames, braced core and the outrigger systems will be… …20 Figure 3.1: Lateral displacement for Moment Frame model and Braced Core model… …29 Figure 3.2: Lateral displacement for Moment Frame model and outriggers on top model… …29 Figure 3.3: Lateral displacement for Moment Frame and Outriggers at 1/3 height model… …30 Figure 3.4: Steel Cost of the Structural Models… 

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

APA (6th Edition):

Alanazi, A. M. (2019). The Use of Core and Outrigger Systems for High-Rise Steel Structures. (Masters Thesis). University of Dayton. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645

Chicago Manual of Style (16th Edition):

Alanazi, Abdulaziz Manqal. “The Use of Core and Outrigger Systems for High-Rise Steel Structures.” 2019. Masters Thesis, University of Dayton. Accessed March 29, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645.

MLA Handbook (7th Edition):

Alanazi, Abdulaziz Manqal. “The Use of Core and Outrigger Systems for High-Rise Steel Structures.” 2019. Web. 29 Mar 2020.

Vancouver:

Alanazi AM. The Use of Core and Outrigger Systems for High-Rise Steel Structures. [Internet] [Masters thesis]. University of Dayton; 2019. [cited 2020 Mar 29]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645.

Council of Science Editors:

Alanazi AM. The Use of Core and Outrigger Systems for High-Rise Steel Structures. [Masters Thesis]. University of Dayton; 2019. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645

.