Details
Title
Extended Force Density Method for cable nets under self-weight. Part II – Examples of applicationJournal title
Archives of Civil EngineeringYearbook
2022Volume
vol. 68Issue
No 1Authors
Affiliation
Wójcik-Grząba, Izabela : Warsaw University of Technology, Faculty of Civil Engineering, al. Armii Ludowej 16, 00-637 Warsaw, PolandKeywords
cable nets ; form-finding ; extended force density method ; self-weightDivisions of PAS
Nauki TechniczneCoverage
45-61Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] M. Cuomo, L. Greco, “On the force density method for slack cable nets”, International Journal of Solids and Structures, 2012, vol. 49, pp. 1526–1540, DOI: 10.1016/j.ijsolstr.2012.02.031.[2] H. Deng, Q.F. Jiang, A.S.K. Kwan, “Shape finding of incomplete cable-strut assemblies containing slack and prestressed elements”, Computers and structures, 2005, vol. 83, pp. 1767–1779, DOI: 10.1016/j.compstruc.2005.02.022.
[3] Eurocode 3 – Design of steel structures – Part 1–11: Design of structures with tension components EN 1993-1-1:2006.
[4] W.J. Lewis, Tension Structures. Form and Behaviour. London: Thomas Telford, 2003.
[5] F. Otto, Tensile structures. Cambridge: MIT Press, 1973.
[6] H.-J. Schek, “The Force Density Method for Form Finding and Computation of General Networks”, Computer Methods in Applied Mechanics and Engineering, 1974, vol. 3, pp. 115–134, DOI: 10.1016/0045-7825(74)90045-0.
[7] I.Wójcik-Grzaba, “Extended Force Density Method for cable nets under self-weight. Part I – Theory and verification”, Archives of Civil Engineering, 2021, vol. 67, no. 4, pp. 139–157, DOI: 10.24425/ace.2021.138491.