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prefabricated concrete roof purlin with a span of 16 m. The limit state of serviceability has been analyzed in relation to relative humidity and the dead and live
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independent delamination model for a laminated Kirchhoff - Love plate is obtained. The failure model is implemented in ANSYS code to calculate the mixed - mode delaminati
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system. It focuses on extraordinary situations such as a fire and an explosion creation which are caused by chemical substances’ releases which have hazardous properties. In
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corner that is built in finished steel structure. The steel structure is designed so that many different tests with different input parameters could be done. Prestress
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a comparative analysis of displacements and reduced stresses that occur in the selected node of a truss made of cold-rolled sections. Computations were based on
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Ostrava, Civil Engineering Series 2016, Volume 16, Issue 2, Pages 43-48 Doi: 10.1515/tvsb-2016-0013 Elastic shallow shell of translation subjected to the external pressure is analysed in
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effects of initial shape of geometric imperfection of axis of struts are used in model. The shapes of buckling of von Mises planar truss of selected vertical displacement
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material properties and other influences following the inaccuracy of the calculated model and numerical methods were considered in the approximation method RSM.
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bridge from 1908. The load bearing capacity is assessed in accordance with valid standards using updated partial factors and the partial factors for structural design.
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Transactions CES Home Pages Article detail Inverse Response Surface Method in Reliability - Based Design David Lehky, Martina Somodikova Transactions of the VSB
https://math4u.vsb.cz/es/node/43635
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https://math4u.vsb.cz/sk/node/32638
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