IEEE Std 693-2005 IEEE Power Engineering Society Sponsored by the Substations Committee
通過(guò)SICE認(rèn)證進(jìn)行的技術(shù)檢查發(fā)現(xiàn)整個(gè)結(jié)構(gòu)中是否存在任何損壞的零件或變形，并驗(yàn)證其安全性，從而確保了風(fēng)險(xiǎn)的顯著降低和更安全的倉(cāng)庫(kù)運(yùn)營(yíng)。
由于反復(fù)發(fā)生地震，重要的是要根據(jù)UNI / TS 11379標(biāo)準(zhǔn)“金屬擱板。設(shè)計(jì)用于地震載荷下的靜態(tài)托盤(pán)存放的架子”，以通過(guò)FEM分析來(lái)驗(yàn)證現(xiàn)有貨架是否是最新的，并在必要時(shí)建議采取適當(dāng)?shù)拇胧?/strong>UNI / TS 11379在地震載荷下的金屬擱板設(shè)計(jì)。
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
