... Emerald Publishing Limited 2026 Emerald Publishing Limited Licensed re-use rights only analytical approach axial compression buildings design methods & aids finite element analysis local buckling coefficients rectangular hollow sections solid mechanics structural analysis structural...

... of a spherical body, and χ can be defined by Equation 1 . χ_r denotes the residual mass ratio after corrosion. Thus, the relationship between mass loss χ and n should be established. corrosion solid mechanics steel structures Welded hollow spherical...

... is proposed to describe the WFDB of partially restrained purlins, from which the formula for calculating the critical stress of the WFDB is derived. The present model is validated by the results obtained from the finite strip analysis. beams & girders mathematical modelling solid mechanics...

... engineering failure solid mechanics A tsunami event is characterised by many uncertainties and the behaviour of structures in such an event is difficult to predict due to land and wave characteristics that are strictly related to the area of interest and the earthquake or landslide triggering...

... computational mechanics shells solid mechanics Thin-walled structures can be divided into beams, plates and shells. Thin-walled structures are now widely used due to their low weight, high flexural capacity and easy fabrication. One of the most common structural elements is the open-section beam...

... equilibrium equations can be considered as follows. 3 ∑ F x = 0 → F 1 + F 4 = 0 → F 4 = − F 1 4 ∑ F y = 0 → F 2 + F 5 = 0 → F 5 = − F 2 ICE Publishing: All rights reserved 2018 columns solid mechanics steel structures...

.... The following equations were applied to obtain the stress and strain state of steel in this stage. 04 12 2014 04 06 2015 ICE Publishing: All rights reserved 2015 composite structures mathematical modelling solid mechanics However, the above experimental studies...

... solid mechanics Push-out tests are commonly used to determine the capacity of shear connections and the load–slip behaviour of shear connectors. The established design methods for reinforced concrete and for structural steel provide no solutions to the basic problem of connecting steel...