| Abstract: | For earthquake action the new design provisions of Eurocode 8 are in the process of replacing the European national earthquake codes. The paper treats the design and behaviour of multi-storey structural walls in view of the new provisions. For structural walls the provisions of the Eurocode 8 are compared with those of a national code which it is going to replace. As the national code the current Swiss earthquake standard SIA 160 is chosen. Basic design rules of both codes are introduced and compared by means of examples comprising buildings which are regular in plan and elevation and which use structural walls for lateral resistance. The height of the buildings is varied from a from four to eight storeys. In the example, both the SIA and the Eurocode design provisions are based on the static equivalent force method, and a triangular distribution of the lateral force. However, most other design provisions differ between the two codes. The structures designed are modelled numerically and subjected to non-linear time-history analysis. At first, both the SIA and Eurocode designed structures are subjected to ground motions compatible to the design spectra in the respective codes. Then all structures are subjected to a recorded ground motion. The results are discussed in view of assumptions made at the design phase. Conclusions and recommendations are provided. © 1998 John Wiley & Sons, Ltd. |
