Statická analýza historické mostní konstrukce (Sýkorův most) s využitím matematického modelování

Abstract

The subject of the master's thesis is determination of reliability of Miloš Sýkora's bridge. The bridge construction is loaded by assumed former load. The reconstructed bridge is loaded by currently valid normative rules. Static analysis is realized by commercial software RFEM. Reliability of the bridge construction, which is loaded by assumed former load, is determinated by allowable stress design method. Reliability of the bridge construction, which is loaded by currently valid normative rules, is determinated by ultimate limit state. Part of the thesis is history of Miloš Sýkora's bridge.