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

通過SICE認證進行的技術檢查發現整個結構中是否存在任何損壞的零件或變形，并驗證其安全性，從而確保了風險的顯著降低和更安全的倉庫運營。

由于反復發生地震，重要的是要根據UNI / TS 11379標準“金屬擱板。設計用于地震載荷下的靜態托盤存放的架子”，以通過FEM分析來驗證現有貨架是否是最新的，并在必要時建議采取適當的措施。
此外，附件四第1.1.3點。 《統一安全法》（第81/08號法律）規定了表明用于存儲的工作場所中最大允許負荷的義務。具體來說，UNI EN 15635規范“鋼靜態存儲系統。存儲設備的使用和維護”要求存儲設備的用戶要求合格的專家對設備進行年度檢查。
監管參考
EN 15635和支腿。 Dec. 81/08定期檢查保護狀態。
EN 15512和Eurocode 3對現有擱板的抵抗性檢查。
EN 15512驗證新貨架的正確尺寸。
EN 15620和EN 15635在組裝結束時驗證新的擱板。

UNI / TS 11379在地震載荷下的金屬擱板設計。

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-Stra?e 5A, 64295 Darmstadt - Deutschland