Abstract
A preliminary analysis of a double-layer steel grid with the configuration of a circular arch, erected by prestressing, is presented. The proposed approximate method is intented to provide: an estimate of steel requirement (mild and high strength); immediate information on important specific effects in prestressing and erection. Three numerical design examples are included.
| Original language | English |
|---|---|
| Pages (from-to) | 17-24 |
| Number of pages | 8 |
| Journal | Journal of the International Association for Shell and Spatial Structures |
| Volume | 20-1 |
| Issue number | 69 |
| State | Published - 1 Jan 1979 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Arts and Humanities (miscellaneous)
- Mechanical Engineering