| contributor author | Leonardo Todisco | |
| contributor author | Hugo Corres Peiretti | |
| contributor author | Caitlin Mueller | |
| date accessioned | 2017-05-08T22:35:07Z | |
| date available | 2017-05-08T22:35:07Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 50724565.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83096 | |
| description abstract | Funicular geometries, which follow the idealized shapes of hanging chains under a given loading, are recognized as materially efficient structural solutions because they exhibit no bending under design loading, usually self-weight. However, there are circumstances in which nonstructural conditions make a funicular geometry difficult or impossible. This paper presents a new design philosophy, based on graphic statics, that shows how bending moments in a nonfunicular two-dimensional curved geometry can be eliminated by adding forces through an external posttensioning system. An interactive parametric tool is introduced for finding the layout of a posttensioning tendon for any structural geometry. The effectiveness of this approach is shown with several new design proposals. | |
| publisher | American Society of Civil Engineers | |
| title | Funicularity through External Posttensioning: Design Philosophy and Computational Tool | |
| type | Journal Paper | |
| journal volume | 142 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001416 | |
| tree | Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002 | |
| contenttype | Fulltext | |