|
Author
|
Prof. Josep Llorens
|
|
University
|
Barcelona School of Architecture (ETSAB), Universitat Politècnica de Catalunya, Spain
|
Conclusions:
- A 10-step procedure has been presented for the stabilization of the cable dome during the design process.
- Key elements for introducing the pre-stress are the outer diagonals and loop.
- The most affected members are masts and cable stays; the critical load combination is self-weight + pre-stress + snow load.
- Several procedures have been mentioned to maintain stability during the installation process.
- The impact of the compression ring deserves further investigation.