Summary of PBSD requirements Sample Clauses

Summary of PBSD requirements. When evaluated in the context of seismic design codes from regions of high seismicity, it is clear that the PBSD provisions made in Eurocode are justified and consistent with standard practice. The extent to which the seismic input will need to be adjusted on the basis of National Annexes remains to be seen, and it is clear that the output of SHARE must be able to accommodate the differences that emerge. The use of k-value offers a convenient tool for computationally simple re-scaling of the hazard output to different return periods, but it is questionable whether this should persist in future. Provision of the seismic hazard curve for a given site, or a means of outputting the hazard parameters for a user-specified return period, is clearly an essential task of SHARE. It is clear, however, that the “recommended” approximation of k ≈ 3, is not valid across all regions under consideration and is dependent on the hazard at a given site. Over a longer timescale it is possible that many more seismic design codes may adopt the risk-targeted approach implemented in the 2009 NEHRP Provisions. This may present a new challenge for the development of Eurocode, where alterations to the seismic design input may take longer to implement due to the inertia that is inherent within the development of National Annexes. Integration of risk-targeted design into the seismic input may well be in keeping with the philosophical approach that underpins the Eurocode and its national annexes. Providing some quality control is implemented, the collapse capacity function (equation 2.3) may provide a more elegant approach to ensuring that the level of ground motion intensity is determined in such a manner as to take into consideration the seismic resistance that already exists within the structural design practice in each country. This may ensure a more homogenous level of conservatism within the seismic design than exists in the current approach of devolving the selection of return period to national authorities. The difficulty that arises, however, comes with ensuring consistency in the design requirements for damage limitation and serviceability. As a long term objective there is a good case for considering the cost-benefit approach to design outlined by Xxxxxx et al. (2005), possibly with some modification subject to assessment in light of the SHARE output. There remains ample scope for national authorities to retain some autonomy in the design of structures appropriate to the giv...
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