The dynamic response of single silo on elastic foundation is stronger than that of silo mass on elastic foundation.
弹性地基上单体仓的动力响应大于群仓的动力响应。
The primary reason for this is the classic silo approach, where applications are isolated and focused on a single organizational unit within an enterprise.
之所以这样做的主要原因是采用了典型的竖井方法,在这种方法中,应用程序必须分离,各个应用程序的重点都是企业内的单个组织单位。
Carrying out aseismatic calculation by one-particle method, the paper mainly introduces the short cutting method of checking single layer aseismatic silo.
运用单质点法进行抗震计算,主要介绍单层筒仓抗震验算简化法。
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