جستجو در تالارهای گفتگو

Design problems of anchoring of aboveground steel tanks Lyubomir A. Zdravkov1 Keywords: aboveground steel tank, anchor, anchor’s chair, radial deflection, stress Research area: steel structures SUMMARY Aboveground steel tanks are spatial sheet structures. The loads which impact on them are self-weight, snow, wind, earthquake, overpressure and vacuum. When the earthquake, overpressure and wind loads have high values, it is possible that the tank overturn or going to slide. To eliminate the threat from free moving, the steel facilities are often anchored to the foundation. This solution is not recommendable, and in standards [1] and [2] it is positioned on the last place. Despite the standard’s recommendations when the conditions of exploitation are strait and/or extreme, the steel vertical tanks must be anchored. Because of it, the developing of new specific details is needed on the purpose to minimize their unfavourable effects. منبع @Civilbest_طراحی_مهار_،_مخازن_رو.pdf