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Dept: Civil Engineering

You searched for subject:( Coupling). Showing records 1 – 15 of 15 total matches.

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Oregon State University

1. Li, Wennan. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.

Degree: MS, Civil Engineering, 2016, Oregon State University

 The Steel Plate Shear Wall (SPSW) system, is an innovative seismic lateral force resistant system, which has experienced increased use over the last three decades.… (more)

Subjects/Keywords: Steel Plate Shear Wall with Coupling; Shear walls

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APA (6th Edition):

Li, W. (2016). Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. (Masters Thesis). Oregon State University. Retrieved from http://hdl.handle.net/1957/60074

Chicago Manual of Style (16th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Masters Thesis, Oregon State University. Accessed March 19, 2019. http://hdl.handle.net/1957/60074.

MLA Handbook (7th Edition):

Li, Wennan. “Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure.” 2016. Web. 19 Mar 2019.

Vancouver:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Internet] [Masters thesis]. Oregon State University; 2016. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/1957/60074.

Council of Science Editors:

Li W. Numerical Assessment of Steel Plate Shear Wall with Coupling (SPSW-WC) System Design Procedure. [Masters Thesis]. Oregon State University; 2016. Available from: http://hdl.handle.net/1957/60074


UCLA

2. Motter, Christopher John. Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls.

Degree: Civil Engineering, 2014, UCLA

 Reinforced concrete structural walls provide an efficient lateral system for resisting seismic and wind loads. Coupling beams are commonly used to connect adjacent collinear structural… (more)

Subjects/Keywords: Engineering; coupling beam; design recommendation; large-scale testing; nonlinear modeling; steel reinforced concrete; structural wall

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APA (6th Edition):

Motter, C. J. (2014). Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls. (Thesis). UCLA. Retrieved from http://www.escholarship.org/uc/item/70k958f3

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):

Motter, Christopher John. “Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls.” 2014. Thesis, UCLA. Accessed March 19, 2019. http://www.escholarship.org/uc/item/70k958f3.

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

MLA Handbook (7th Edition):

Motter, Christopher John. “Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls.” 2014. Web. 19 Mar 2019.

Vancouver:

Motter CJ. Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls. [Internet] [Thesis]. UCLA; 2014. [cited 2019 Mar 19]. Available from: http://www.escholarship.org/uc/item/70k958f3.

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

Council of Science Editors:

Motter CJ. Large-Scale Testing of Steel-Reinforced Concrete (SRC) Coupling Beams Embedded into Reinforced Concrete Structural Walls. [Thesis]. UCLA; 2014. Available from: http://www.escholarship.org/uc/item/70k958f3

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


University of California – Irvine

3. Li, Yongxue. Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites.

Degree: Civil Engineering, 2015, University of California – Irvine

 The objective of the research in this dissertation is to use novel adaptive materials called magnetorheological nanocomposites (MRNs) to build semi-active structures, and further apply… (more)

Subjects/Keywords: Civil engineering; Double-Beam System; High-Speed Rail; Magnetorheological Nanocomposites; Structural Vibration Control; Vehicle-Bridge Coupling System

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APA (6th Edition):

Li, Y. (2015). Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites. (Thesis). University of California – Irvine. Retrieved from http://www.escholarship.org/uc/item/3d30d7bd

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):

Li, Yongxue. “Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites.” 2015. Thesis, University of California – Irvine. Accessed March 19, 2019. http://www.escholarship.org/uc/item/3d30d7bd.

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

MLA Handbook (7th Edition):

Li, Yongxue. “Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites.” 2015. Web. 19 Mar 2019.

Vancouver:

Li Y. Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites. [Internet] [Thesis]. University of California – Irvine; 2015. [cited 2019 Mar 19]. Available from: http://www.escholarship.org/uc/item/3d30d7bd.

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

Council of Science Editors:

Li Y. Vehicle-Bridge Interaction and Vibration Suppression Using Magnetorheological Nanocomposites. [Thesis]. University of California – Irvine; 2015. Available from: http://www.escholarship.org/uc/item/3d30d7bd

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


Virginia Tech

4. Selvanathan, Sivasankkar. An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS.

Degree: PhD, Civil Engineering, 2009, Virginia Tech

 Hydrologic Engineering Centerâ s River Analysis System (HEC-RAS) software is commonly used to perform hydraulic analysis for floodplain delineation studies. In addition to floodplains, the… (more)

Subjects/Keywords: floodway smoothing algorithms; tight-coupling; HECRAS; Floodway; GIS

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APA (6th Edition):

Selvanathan, S. (2009). An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/40395

Chicago Manual of Style (16th Edition):

Selvanathan, Sivasankkar. “An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS.” 2009. Doctoral Dissertation, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/40395.

MLA Handbook (7th Edition):

Selvanathan, Sivasankkar. “An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS.” 2009. Web. 19 Mar 2019.

Vancouver:

Selvanathan S. An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS. [Internet] [Doctoral dissertation]. Virginia Tech; 2009. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/40395.

Council of Science Editors:

Selvanathan S. An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS. [Doctoral Dissertation]. Virginia Tech; 2009. Available from: http://hdl.handle.net/10919/40395


Virginia Tech

5. Burgos, William David. Reversible and irreversible adsorption of naphthalene and α-naphthol to soil.

Degree: PhD, Civil Engineering, 1995, Virginia Tech

 Experiments were performed with naphthalene and a-naphthol to compare the processes involved in the sorption of a polycyclic aromatic hydrocarbon (PAH) and its metabolite, respectively,… (more)

Subjects/Keywords: bioavailability; oxidative coupling; LD5655.V856 1995.B874

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APA (6th Edition):

Burgos, W. D. (1995). Reversible and irreversible adsorption of naphthalene and α-naphthol to soil. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/38186

Chicago Manual of Style (16th Edition):

Burgos, William David. “Reversible and irreversible adsorption of naphthalene and α-naphthol to soil.” 1995. Doctoral Dissertation, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/38186.

MLA Handbook (7th Edition):

Burgos, William David. “Reversible and irreversible adsorption of naphthalene and α-naphthol to soil.” 1995. Web. 19 Mar 2019.

Vancouver:

Burgos WD. Reversible and irreversible adsorption of naphthalene and α-naphthol to soil. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/38186.

Council of Science Editors:

Burgos WD. Reversible and irreversible adsorption of naphthalene and α-naphthol to soil. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/38186


Virginia Tech

6. Bhandari, Alok. Factors affecting binding of chlorophenols to soil.

Degree: PhD, Civil Engineering, 1995, Virginia Tech

 Synthetic substituted phenols can become incorporated into soil organic matter by processes similar to natural humification. Biological, (enzyme-catalyzed), and abiotic, (mineral surface catalyzed), reactions have… (more)

Subjects/Keywords: oxidative coupling; bioavailability; soils; LD5655.V856 1995.B48

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APA (6th Edition):

Bhandari, A. (1995). Factors affecting binding of chlorophenols to soil. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/39390

Chicago Manual of Style (16th Edition):

Bhandari, Alok. “Factors affecting binding of chlorophenols to soil.” 1995. Doctoral Dissertation, Virginia Tech. Accessed March 19, 2019. http://hdl.handle.net/10919/39390.

MLA Handbook (7th Edition):

Bhandari, Alok. “Factors affecting binding of chlorophenols to soil.” 1995. Web. 19 Mar 2019.

Vancouver:

Bhandari A. Factors affecting binding of chlorophenols to soil. [Internet] [Doctoral dissertation]. Virginia Tech; 1995. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/10919/39390.

Council of Science Editors:

Bhandari A. Factors affecting binding of chlorophenols to soil. [Doctoral Dissertation]. Virginia Tech; 1995. Available from: http://hdl.handle.net/10919/39390


University of Southern California

7. Son, Sangyoung. Wave induced hydrodynamic complexity and transport in the nearshore.

Degree: PhD, Civil Engineering, 2014, University of Southern California

 In the coastal area, defined as the region between the shoreline and some offshore limit where the depth can no longer influence the waves, complex… (more)

Subjects/Keywords: turbulence; coherent structures; eddies; tsunami whirlpool; long waves; shallow water; transport; Boussinesq equations; nearshore; wave-current interactions; two-way coupling; stratified flows; internal waves; tsunami

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APA (6th Edition):

Son, S. (2014). Wave induced hydrodynamic complexity and transport in the nearshore. (Doctoral Dissertation). University of Southern California. Retrieved from http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/66462/rec/7865

Chicago Manual of Style (16th Edition):

Son, Sangyoung. “Wave induced hydrodynamic complexity and transport in the nearshore.” 2014. Doctoral Dissertation, University of Southern California. Accessed March 19, 2019. http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/66462/rec/7865.

MLA Handbook (7th Edition):

Son, Sangyoung. “Wave induced hydrodynamic complexity and transport in the nearshore.” 2014. Web. 19 Mar 2019.

Vancouver:

Son S. Wave induced hydrodynamic complexity and transport in the nearshore. [Internet] [Doctoral dissertation]. University of Southern California; 2014. [cited 2019 Mar 19]. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/66462/rec/7865.

Council of Science Editors:

Son S. Wave induced hydrodynamic complexity and transport in the nearshore. [Doctoral Dissertation]. University of Southern California; 2014. Available from: http://digitallibrary.usc.edu/cdm/compoundobject/collection/p15799coll3/id/66462/rec/7865

8. Bista, Hemanta. Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils.

Degree: MS, Civil Engineering, 2014, University of Toledo

 Mechanisms of coupled hydro-bio-chemo-mechanical phenomena play an important role in many natural and engineered processes in granular soils. The present work studies two seemingly distinctly… (more)

Subjects/Keywords: Civil Engineering; Geotechnology; DEM, Desiccation, Shrinkage, Soil stabilization, Modeling, coupling, MICP, air entry, Pendular, Capillary, Funicular

…experimental works at large scale, which lacks modeling the coupling of bio-chemo-mechanical response… …bio-chemomechanical coupling effects at the granular scale and explore the macro scale… 

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APA (6th Edition):

Bista, H. (2014). Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399587419

Chicago Manual of Style (16th Edition):

Bista, Hemanta. “Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils.” 2014. Masters Thesis, University of Toledo. Accessed March 19, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399587419.

MLA Handbook (7th Edition):

Bista, Hemanta. “Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils.” 2014. Web. 19 Mar 2019.

Vancouver:

Bista H. Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils. [Internet] [Masters thesis]. University of Toledo; 2014. [cited 2019 Mar 19]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399587419.

Council of Science Editors:

Bista H. Modeling Hydro-Bio-Chemo-Mechanical Mechanisms in Granular Soils. [Masters Thesis]. University of Toledo; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1399587419

9. Farajpour, Ismail. PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS.

Degree: PhD, Civil Engineering, 2013, Clemson University

  The Computer simulations are commonly used to predict the response of complex systems in many branches of engineering and science. These computer simulations involve… (more)

Subjects/Keywords: Coupling; Design of Experiments; Model Validation; Numerical Analysis; Optimization; Uncertainty Quantification; Civil Engineering

…19 2.6 Figure 6: Objective function for optimization based coupling strategy ...... 21… …Convergence of the coupling problem in ten random polynomial functions using BGS… …28 2.11 Figure 11: Convergence of the coupling problem in ten random polynomial functions… …Dynamical coupling problem (Joosten et al. 2009, reproduced with permission)… …coupling problem (Joosten et al. 2009, reproduced with permission)… 

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APA (6th Edition):

Farajpour, I. (2013). PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS. (Doctoral Dissertation). Clemson University. Retrieved from https://tigerprints.clemson.edu/all_dissertations/1246

Chicago Manual of Style (16th Edition):

Farajpour, Ismail. “PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS.” 2013. Doctoral Dissertation, Clemson University. Accessed March 19, 2019. https://tigerprints.clemson.edu/all_dissertations/1246.

MLA Handbook (7th Edition):

Farajpour, Ismail. “PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS.” 2013. Web. 19 Mar 2019.

Vancouver:

Farajpour I. PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS. [Internet] [Doctoral dissertation]. Clemson University; 2013. [cited 2019 Mar 19]. Available from: https://tigerprints.clemson.edu/all_dissertations/1246.

Council of Science Editors:

Farajpour I. PREDICTIVE MATURITY OF INEXACT AND UNCERTAIN STRONGLY COUPLED NUMERICAL MODELS. [Doctoral Dissertation]. Clemson University; 2013. Available from: https://tigerprints.clemson.edu/all_dissertations/1246

10. Lequesne, Remy D. Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems.

Degree: PhD, Civil Engineering, 2011, University of Michigan

 A series of tests has been conducted to investigate the use of strain-hardening, high-performance fiber-reinforced concrete (HPFRC) in the critical regions of coupled-wall systems. A… (more)

Subjects/Keywords: Coupling Beam; Coupled Wall; Fiber Reinforcement; HPFRC; Civil and Environmental Engineering; Engineering

…190 5.3.5 Coupling Beam Drift Components… …204 5.5.3 Coupling Beam Shear Stresses… …211 5.6.2 Coupling Beams… …216 6.1 Flexure-Based Coupling Beam Design… …216 6.1.1 Simplified Flexure-Based Design Method for HPFRC Coupling Beams 217 6.1.2… 

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APA (6th Edition):

Lequesne, R. D. (2011). Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/86316

Chicago Manual of Style (16th Edition):

Lequesne, Remy D. “Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems.” 2011. Doctoral Dissertation, University of Michigan. Accessed March 19, 2019. http://hdl.handle.net/2027.42/86316.

MLA Handbook (7th Edition):

Lequesne, Remy D. “Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems.” 2011. Web. 19 Mar 2019.

Vancouver:

Lequesne RD. Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems. [Internet] [Doctoral dissertation]. University of Michigan; 2011. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2027.42/86316.

Council of Science Editors:

Lequesne RD. Behavior and Design of High-Performance Fiber-Reinforced Concrete Coupling Beams and Coupled-Wall Systems. [Doctoral Dissertation]. University of Michigan; 2011. Available from: http://hdl.handle.net/2027.42/86316


University of Illinois – Urbana-Champaign

11. Bouche, Gregory Alexander. Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests.

Degree: MS, Civil Engineering, 2015, University of Illinois – Urbana-Champaign

 The advantages of multi-phase materials are exploited in many industries, such as reinforced concrete in bridge construction, heterogeneous geological materials in petroleum engineering, advanced carbon… (more)

Subjects/Keywords: multi-phase composite; scratch test; fracture toughness; linear homogenization; polymer-silica; Mori Tanaka; compressive strength; scratch hardness; macro scratch test device; SUNLab Macroscopic Scratch Test Device; micromechanics model; spherical inclusions; fracture energy; Young's modulus; linear elastic fracture mechanics; glass bead; paraffin wax; coupling agent; inclusion content

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APA (6th Edition):

Bouche, G. A. (2015). Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests. (Thesis). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/88422

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):

Bouche, Gregory Alexander. “Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests.” 2015. Thesis, University of Illinois – Urbana-Champaign. Accessed March 19, 2019. http://hdl.handle.net/2142/88422.

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

MLA Handbook (7th Edition):

Bouche, Gregory Alexander. “Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests.” 2015. Web. 19 Mar 2019.

Vancouver:

Bouche GA. Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests. [Internet] [Thesis]. University of Illinois – Urbana-Champaign; 2015. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2142/88422.

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

Council of Science Editors:

Bouche GA. Characteristics and modeling of the fracture properties of polymer-silica microparticulate composites via macroscopic scratch tests. [Thesis]. University of Illinois – Urbana-Champaign; 2015. Available from: http://hdl.handle.net/2142/88422

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


University of Illinois – Urbana-Champaign

12. Gupta, Piyush. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.

Degree: PhD, Civil Engineering, 2016, University of Illinois – Urbana-Champaign

 Hydraulic fractures are a class of tensile fractures that occur in brittle and quasi-brittle materials due to the injection of a viscous fluid. Hydraulic fractures… (more)

Subjects/Keywords: Hydraulic fracturing; Generalized Finite Element Method (GFEM); Extended Finite Element Method (XFEM); Multi-physics; Coupled formulation; Hydro-mechanical coupling; Non-planar fracture propagation; Injection fracturing; Reynold’s lubrication theory; Fluid flow; Fluid-Driven fracturing; Geomechanics

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APA (6th Edition):

Gupta, P. (2016). A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. (Doctoral Dissertation). University of Illinois – Urbana-Champaign. Retrieved from http://hdl.handle.net/2142/90534

Chicago Manual of Style (16th Edition):

Gupta, Piyush. “A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.” 2016. Doctoral Dissertation, University of Illinois – Urbana-Champaign. Accessed March 19, 2019. http://hdl.handle.net/2142/90534.

MLA Handbook (7th Edition):

Gupta, Piyush. “A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation.” 2016. Web. 19 Mar 2019.

Vancouver:

Gupta P. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. [Internet] [Doctoral dissertation]. University of Illinois – Urbana-Champaign; 2016. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2142/90534.

Council of Science Editors:

Gupta P. A generalized finite element method for the simulation of non-planar three-dimensional hydraulic fracture propagation. [Doctoral Dissertation]. University of Illinois – Urbana-Champaign; 2016. Available from: http://hdl.handle.net/2142/90534

13. Setkit, Monthian. Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete.

Degree: PhD, Civil Engineering, 2012, University of Michigan

Coupling beams greatly influence the behavior of coupled wall systems. In order to ensure adequate coupling beam behavior under earthquake-induced deformations and stresses, intricate reinforcement… (more)

Subjects/Keywords: Coupling Beam; High Performance-fiber Reinforced Concrete (HPFRC); Finite Element; VecTor2; Civil and Environmental Engineering; Engineering

…167 CHAPTER 5 NONLINEAR FINITE ELEMENT MODELING OF COUPLING BEAMS… …169 5.2 Guidelines for Modeling HPFRC Coupling Beams in VecTor2… …197 5.4 A Summary of Recommendations for Finite Element Modeling of HPFRC Coupling… …234 ix LIST OF FIGURES Figure 1.1 Coupled walls and coupling beams (Taranath 2010… …reinforcement detailing in earthquake-resistant coupling beams (courtesy of Rémy Lequesne)… 

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APA (6th Edition):

Setkit, M. (2012). Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/96122

Chicago Manual of Style (16th Edition):

Setkit, Monthian. “Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete.” 2012. Doctoral Dissertation, University of Michigan. Accessed March 19, 2019. http://hdl.handle.net/2027.42/96122.

MLA Handbook (7th Edition):

Setkit, Monthian. “Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete.” 2012. Web. 19 Mar 2019.

Vancouver:

Setkit M. Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete. [Internet] [Doctoral dissertation]. University of Michigan; 2012. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2027.42/96122.

Council of Science Editors:

Setkit M. Seismic Behavior of Slender Coupling Beams Constructed with High-Performance Fiber-Reinforced Concrete. [Doctoral Dissertation]. University of Michigan; 2012. Available from: http://hdl.handle.net/2027.42/96122

14. Liu, Hui. Modeling of frame structures undergoing large deformations and large rotations.

Degree: PhD, Civil Engineering, 2016, Purdue University

  Numerical simulation of large-scale problems in structural dynamics, such as structures subject to extreme loads, can provide useful insights into structural behavior while minimizing… (more)

Subjects/Keywords: Applied sciences; Coupling; Finite element modeling; Large deformation; Large rotations; Multi-time-step; Numerical simulation; Applied Mechanics; Civil Engineering

…44 4 Geometrically Consistent Coupling of Beam and Continuum Elements . . 46 3.3 3.4… …57 4.2.6 Verification of 3D beam models . . . . . . . . . . . . . . . . 58 Coupling of… …coupling . . . . . . . . . . . . . . 60 4.3.2 Virtual work functional… …66 Special case: Geometrically consistent coupling for planar problems 67 4.4.1… …5.2.2.2 Circular beam . . . . . . . . . . . . . . . . . . . . 82 Dynamic coupling of beam… 

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APA (6th Edition):

Liu, H. (2016). Modeling of frame structures undergoing large deformations and large rotations. (Doctoral Dissertation). Purdue University. Retrieved from http://docs.lib.purdue.edu/open_access_dissertations/798

Chicago Manual of Style (16th Edition):

Liu, Hui. “Modeling of frame structures undergoing large deformations and large rotations.” 2016. Doctoral Dissertation, Purdue University. Accessed March 19, 2019. http://docs.lib.purdue.edu/open_access_dissertations/798.

MLA Handbook (7th Edition):

Liu, Hui. “Modeling of frame structures undergoing large deformations and large rotations.” 2016. Web. 19 Mar 2019.

Vancouver:

Liu H. Modeling of frame structures undergoing large deformations and large rotations. [Internet] [Doctoral dissertation]. Purdue University; 2016. [cited 2019 Mar 19]. Available from: http://docs.lib.purdue.edu/open_access_dissertations/798.

Council of Science Editors:

Liu H. Modeling of frame structures undergoing large deformations and large rotations. [Doctoral Dissertation]. Purdue University; 2016. Available from: http://docs.lib.purdue.edu/open_access_dissertations/798

15. Hung, Chung-Chan. Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems.

Degree: PhD, Civil Engineering, 2010, University of Michigan

 High performance fiber reinforced concretes (HPFRCs) are characterized by pseudo-ductile tensile strain-hardening behavior, large energy absorption prior to crack localization and confined-like compressive response. These… (more)

Subjects/Keywords: Coupled Wall Systems; Hybrid Simulation; High Performance Fiber Reinforced Concrete; Simulation; Coupling Beams; Shear Walls; Civil and Environmental Engineering; Engineering

…DEVELOPED HPFRCC MATERIAL MODEL ..28 2.4.1 Validation example 1 – coupling beam ….28… …coupling beam 41 Fig. 2.6 - Computed versus observed damage patterns for coupling beam… …coupling beam test ….42 Fig. 2.8 - Experimental setup and reinforcement… …prototype structural system ...67 Fig. 3.2 - Reinforcement layout for RC coupling… …beam ...67 Fig. 3.3 - Reinforcement layout for HPFRC coupling beam… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hung, C. (2010). Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/77773

Chicago Manual of Style (16th Edition):

Hung, Chung-Chan. “Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems.” 2010. Doctoral Dissertation, University of Michigan. Accessed March 19, 2019. http://hdl.handle.net/2027.42/77773.

MLA Handbook (7th Edition):

Hung, Chung-Chan. “Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems.” 2010. Web. 19 Mar 2019.

Vancouver:

Hung C. Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems. [Internet] [Doctoral dissertation]. University of Michigan; 2010. [cited 2019 Mar 19]. Available from: http://hdl.handle.net/2027.42/77773.

Council of Science Editors:

Hung C. Computational and Hybrid Simulation of High Performance Fiber Reinforced Concrete Coupled Wall Systems. [Doctoral Dissertation]. University of Michigan; 2010. Available from: http://hdl.handle.net/2027.42/77773

.