| contributor author | Hewen Li | |
| contributor author | Lewis C. Schmidt | |
| date accessioned | 2017-05-08T20:56:36Z | |
| date available | 2017-05-08T20:56:36Z | |
| date copyright | February 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9445%281997%29123%3A2%28130%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32651 | |
| description abstract | This paper describes a kind of innovative posttensioned and shaped hypar space truss characterized by an economical fabrication and construction process. The hypar truss, assembled initially in a planar square layout on the ground, is posttensioned at the short bottom chords at one diagonal. As a result, the top chords become curved and thereby a nonzero Gaussian curvature surface of a hypar space truss is shaped. A distinguishing feature of posttensioned and shaped hypar trusses, compared with conventional metal trusses, is that the shape formation and erection is completed by a simple posttensioning process, rather than by the traditional techniques involving the use of cranes and scaffolding. The essential aspects of shape formation are discussed and a small-scale posttensioned and shaped hypar is formed in this paper. Results of experiment and nonlinear finite-element analysis indicate that, even within the yield limit of the members, a planar square layout can be deformed to a significant hypar shape by the proposed shape formation method. Potentially, this procedure can offer economies over traditional construction methods. | |
| publisher | American Society of Civil Engineers | |
| title | Posttensioned and Shaped Hypar Space Trusses | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1997)123:2(130) | |
| tree | Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002 | |
| contenttype | Fulltext | |