Formulation and Validation of a Nonlinear Shell Element for the … · 2020-01-21 · Formulation...

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Formulation and Validation of a Nonlinear Shell Element for the Analysis of Reinforced Concrete and Masonry Structures David Burchnall Thesis submitted to the faculty of the Virginia Polytechnic Institute and State University in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering Ioannis Koutromanos, Chair Carin L. Roberts-Wollmann Cristopher D. Moen May 6, 2014 Blacksburg, VA Keywords: shell element, geometric nonlinearity, reinforced concrete and masonry

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Formulation and Validation of a Nonlinear Shell Element for the Analysis of

Reinforced Concrete and Masonry Structures

David Burchnall

Thesis submitted to the faculty of the

Virginia Polytechnic Institute and State University

in partial fulfillment of the requirements for the degree of

Master of Science

in

Civil Engineering

Ioannis Koutromanos, Chair

Carin L. Roberts-Wollmann

Cristopher D. Moen

May 6, 2014

Blacksburg, VA

Keywords: shell element, geometric nonlinearity, reinforced concrete and masonry

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Name: David Burchnall

Description of item under review for fair use: Batoz, J.-L., and Tahar, B. 1982, “Evaluation of a New Quadrilateral Thin Plate

Bending Element.” International Journal for Numerical Methods in Engineering 18 (11): 1655–77.

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Description of item under review for fair use: Cervera, M., Hinton, E., and Hassan, O. (1987), “Nonlinear Analysis of

Reinforced Concrete Plate and Shell Structures Using 20-noded Isoparametric Brick Elements.” Computers & Structures 25

(6): 845–869.

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Description of item under review for fair use: Hu, H.-T., and Schnobrich, W.C. (1991), “Nonlinear Finite Element Analysis of

Reinforced Concrete Plates and Shells Under Monotonic Loading.” Computers & Structures 38 (5): 637–651.

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Description of item under review for fair use: Hughes, T. 2000. The Finite Element Method: Linear Static and Dynamic Finite

Element Analysis. Dover Publications, Inc.

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Description of item under review for fair use: Kim, T.-H., Lee, K.-M., and Shin, H.M. (2002), “Nonlinear Analysis of

Reinforced Concrete Shells Using Layered Elements with Drilling Degree of Freedom.” ACI Structural Journal 99 (4).

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Description of item under review for fair use: Koutromanos, I. (2011), “Numerical Analysis of Masonry-Infilled Reinforced

Concrete Frames Subjected to Seismic Loads and Experimental Evaluation of Retrofit Techniques.” Ph.D. Dissertation,

University of California, San Diego, La Jolla, CA, 355pp.

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Description of item under review for fair use: Koutromanos, I., and B. Shing. 2010. “Trial Application: Reinforced Masonry

Shear Wall Structures.” In Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance

Factors. National Institute of Standards and Technology, USA.

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Description of item under review for fair use: Mazars, J., Kotronis, P., and Davenne, L. (2002), “A New Modelling Strategy

for the Behaviour of Shear Walls under Dynamic Loading.” Earthquake Engineering & Structural Dynamics 31 (4): 937–54.

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Description of item under review for fair use: Massicotte, B., MacGregor, J., and Elwi, A. (1990), “Behavior of Concrete

Panels Subjected to Axial and Lateral Loads.” Journal of Structural Engineering 116 (9): 2324–2343.

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Description of item under review for fair use: Mavros, M. 2013.Personal Communication.

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Description of item under review for fair use: Panagiotou, M., and Restrepo, J. (2010), “Displacement-Based Method of

Analysis for Regular Reinforced-Concrete Wall Buildings: Application to a Full-Scale 7-Story Building Slice Tested at

UC–San Diego.” Journal of Structural Engineering 137 (6): 677–90.

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Description of item under review for fair use: Panagiotou, M., Restrepo, J., and Conte, J. (2007), “Shake Table Test of a

7-story Full Scale Reinforced Concrete Structural Wall Building Slice Phase I: Rectangular Wall Section” Report No.

SSRP–07-07, San Diego, CA.

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Description of item under review for fair use: Panagiotou, M., Restrepo, J., and Conte, J. (2010), “Shake-Table Test of a

Full-Scale 7-Story Building Slice. Phase I: Rectangular Wall.” Journal of Structural Engineering 137 (6): 691–704.

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Description of item under review for fair use: Panagiotou, M., Restrepo, J., Schoettler, M., and Kim, G. (2012), “Nonlinear

Cyclic Truss Model for Reinforced Concrete Walls.” ACI Structural Journal: 205–214.

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Description of item under review for fair use: Polak, M., and Vecchio, F. (1993), “Nonlinear Analysis of Reinforced-Concrete

Shells.” Journal of Structural Engineering 119 (12): 3439–3462.

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Description of item under review for fair use: Taucer, F., E. Spacone, and F. Filippou. 1991. A Fiber Beam-Column Element

for Seismic Response Analysis of Reinforced Concrete Structures. Vol. 91. 17. Earthquake Engineering Research Center,

College of Engineering, University of California.

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