Problems of Tensioning Bracing Elements for the Roof Structure Assemblage
| Author(s): |
Mircea Petrina
Nicolae Socaciu Tudor Petrina Radu Hulea Radu Zoicas Monica Nicoreac Bianca Parv |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
Nicolae SOCACIULecturer Technical University Cluj-Napoca, Romania Radu ZOICAS Prep.Ph.D. Student Technical University Cluj-Napoca, Romania zoicasradu@yahoo.comTudor PETRINAAssistent Technical University Cluj-Napoca, Romania Tudor.Petrina@mecon.utcluj.ro Monica NICOREAC Ph.D. Student Technical University Cluj-Napoca, RomaniaMonica.Nicoreac@mecon.utcluj.ro This paper presents the bracing possibilities for the metal structure of the Municipal stadium roof of Cluj-Napoca. The main structure of the roof is made of cantilever trusses with an opening of 15-33 m, supported by the concrete structure of the stands through base plate and bolts embedded in concrete connections. In the longitudinal direction there are purlin trusses with opening between 8- 10m. In order for the structure to have spatial stability, bracing systems were provided in both the canopy plane and between the structure’s elements. This system has compression elements made of pipes and tension elements made of bars. The latter elements are fitted with threaded collars for initial pretensioning. The paper aims to study the effect that the pretensioning stresses in the bracing elements have on the spatial behaviour. Taking into account that the wind acts simultaneously from above and below, the stability of the upper flange and lower flange must be provided for. After analysing a number of bracing solutions, the optimum one is chosen taking in consideration the minimum material needed. |
| Keywords: |
bracing optimum solution tension elements
|
- About this
data sheet - Reference-ID
10065361 - Published on:
03/10/2011 - Last updated on:
05/07/2021
Structurae cooperates with
