A.4: Bibliography

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​
[1]
J.H. Argyris, L. Tenek, and L. Olofsson. Tric: a simple but sophisticated 3-node triangular element based on 6 rigid.body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells. Comput. Methods Appl. Mech. Engrg., 145:11–85, 1997
[2]
J.H. Argyris, M. Papadrakakis, C. Apostolopoulou, and S. Koutsourelakis. The tric shell element: theoretical and numerical investigation. Comput. Methods Appl. Mech. Engrg., 182:217–245, 2000
[3]
Andrew W Beeby and RS Narayanan. Designers’ Guide to EN 1992-1-1 and EN 1992-1-2. Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings and Structural Fire Design. Thomas Telford, 2005.
[4]
Johan Blaauwendraad. Plates and FEM. Springer, 2012.
[5]
BSI. Bs en 1993-1-1: 2005: Eurocode 3. design of steel structures. general rules and rules for buildings, 2005. URL: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf​
[6]
Fédération Internationale du Béton. Practitioners guide to finite element modelling of reinforced concrete structures. State-of-Art Report, 2008. URL: https://www.istructe.org/fibuk/files/fib_bull45_nmg.pdf​
[7]
X. Huang and M. Xie. Evolutionary Topology Optimization of Continuum Structures: Methods and Applications. Wiley, 2010
[8]
M.T. Huber. The theory of crosswise reinforced ferroconcrete slabs and its application to various important constructional problems involving rectangular slabs. Der Bauingenieur, 4(12):354–360, 1923
[9]
Mäenpää Jukka. Algorithm-aided structural engineering of steel-framed warehouse. Master’s thesis, Tampere University of Technology, 2018. URL: https://trepo.tuni.fi/bitstream/handle/123456789/25580/M%C3%A4enp%C3%A4%C3%A4.pdf?sequence=4&isAllowed=y​
[10]
Rubin H. Schneider K.-J. Baustatik Theorie I. und II. Ordnung. Werner-Verlag, 1996
[11]
H. Moldenhauer. Die Visualisierung des Kraftflusses in Stahlbaukonstruktionen. Stahlbau, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin, 81:32–40, 2012
[12]
Robert Woodbury. Elements of Parametric Design. Taylor & Francis Ltd, 2010. ISBN 0415779871. URL: https://www.ebook.de/de/product/10781735/robert_simon_fraser_university_canada_woodbury_elements_of_parametric_design.html​
[13]
R. Vaz Rodriguez, M. Fernàndes Ruiz, A. Muttoni. Shear strength of R/C bridge cantilevers slabs. Engineering Structures 30, p. 3024 - 3033, Elsevier, 2008.
[14]
A. Muttoni, M. Fernàndes Ruiz. Concrete Canopy of "Maison de l´Écriture, URL: http://mfic.ch/wp-content/uploads/2017/08/2014_fib-CH_Montricher.pdf​
​

Appendix - Previous

A.3: Workflow Examples

Last modified 1mo ago


[1]	J.H. Argyris, L. Tenek, and L. Olofsson. Tric: a simple but sophisticated 3-node triangular element based on 6 rigid.body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells. Comput. Methods Appl. Mech. Engrg., 145:11–85, 1997
[2]	J.H. Argyris, M. Papadrakakis, C. Apostolopoulou, and S. Koutsourelakis. The tric shell element: theoretical and numerical investigation. Comput. Methods Appl. Mech. Engrg., 182:217–245, 2000
[3]	Andrew W Beeby and RS Narayanan. Designers’ Guide to EN 1992-1-1 and EN 1992-1-2. Eurocode 2: Design of Concrete Structures: General Rules and Rules for Buildings and Structural Fire Design. Thomas Telford, 2005.
[4]	Johan Blaauwendraad. Plates and FEM. Springer, 2012.
[5]	BSI. Bs en 1993-1-1: 2005: Eurocode 3. design of steel structures. general rules and rules for buildings, 2005. URL: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf
[6]	Fédération Internationale du Béton. Practitioners guide to finite element modelling of reinforced concrete structures. State-of-Art Report, 2008. URL: https://www.istructe.org/fibuk/files/fib_bull45_nmg.pdf
[7]	X. Huang and M. Xie. Evolutionary Topology Optimization of Continuum Structures: Methods and Applications. Wiley, 2010
[8]	M.T. Huber. The theory of crosswise reinforced ferroconcrete slabs and its application to various important constructional problems involving rectangular slabs. Der Bauingenieur, 4(12):354–360, 1923
[9]	Mäenpää Jukka. Algorithm-aided structural engineering of steel-framed warehouse. Master’s thesis, Tampere University of Technology, 2018. URL: https://trepo.tuni.fi/bitstream/handle/123456789/25580/M%C3%A4enp%C3%A4%C3%A4.pdf?sequence=4&isAllowed=y
[10]	Rubin H. Schneider K.-J. Baustatik Theorie I. und II. Ordnung. Werner-Verlag, 1996
[11]	H. Moldenhauer. Die Visualisierung des Kraftflusses in Stahlbaukonstruktionen. Stahlbau, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin, 81:32–40, 2012
[12]	Robert Woodbury. Elements of Parametric Design. Taylor & Francis Ltd, 2010. ISBN 0415779871. URL: https://www.ebook.de/de/product/10781735/robert_simon_fraser_university_canada_woodbury_elements_of_parametric_design.html
[13]	R. Vaz Rodriguez, M. Fernàndes Ruiz, A. Muttoni. Shear strength of R/C bridge cantilevers slabs. Engineering Structures 30, p. 3024 - 3033, Elsevier, 2008.
[14]	A. Muttoni, M. Fernàndes Ruiz. Concrete Canopy of "Maison de l´Écriture, URL: http://mfic.ch/wp-content/uploads/2017/08/2014_fib-CH_Montricher.pdf