IEEE Std 693-2005 IEEE Power Engineering Society Sponsored by the Substations Committee

通过SICE认证进行的技术检查发现整个结构中是否存在任何损坏的零件或变形，并验证其安全性，从而确保了风险的显着降低和更安全的仓库运营。

由于反复发生地震，重要的是要根据UNI / TS 11379标准“金属搁板。设计用于地震载荷下的静态托盘存放的架子”，以通过FEM分析来验证现有货架是否是最新的，并在必要时建议采取适当的措施。
此外，附件四第1.1.3点。 《统一安全法》（第81/08号法律）规定了表明用于存储的工作场所中最大允许负荷的义务。具体来说，UNI EN 15635规范“钢静态存储系统。存储设备的使用和维护”要求存储设备的用户要求合格的专家对设备进行年度检查。
监管参考
EN 15635和支腿。 Dec. 81/08定期检查保护状态。
EN 15512和Eurocode 3对现有搁板的抵抗性检查。
EN 15512验证新货架的正确尺寸。
EN 15620和EN 15635在组装结束时验证新的搁板。

UNI / TS 11379在地震载荷下的金属搁板设计。

IEEE Std 693-2005 IEEE Power Engineering Society Sponsored by the Substations Committee

2015 International Building Code – IBC 2015
2016 California Building Code – CBC 2016
These battery racks are hereby seismically qualified when properly installed for their structural adequacy in areas with the Risk-Targeted Maximum Considered Earthquake (MCER) Design Spectral Acceleration Parameter at a short period of SDS ≤ 0.88g as defined by the above codes. These battery
racks shall be located at or below grade with z/h=0. These battery Racks shall be used with Risk Categories I, II & III, on Site Classes A, B, C & D, and in structures assigned with Seismic Design Categories A, B, C, D & E. Other limitations and modifications of this qualification are included in our
seismic qualification report dated April 23, 2014. This qualification is based on a thorough review of the
report entitled “static calculations of racks for earthquake battery installation” produced by:
Kühne BSB GmbH, Mina-Rees-Straße 5A, 64295 Darmstadt - Deutschland