Armando Cesar Campos Lavall
- Finite element model for advanced analysis of plane steel frames with hinged end conditions including von Mises criterion. In: Structures, v. 46 (Dezember 2022). (2022):
- Cable structures: An exact geometric analysis using catenary curve and considering the material nonlinearity and temperature effect. In: Engineering Structures, v. 253 (Februar 2022). (2022):
- New equations to establish the effective moment of inertia of composite slabs with profiled steel sheeting for deflection calculation. In: Journal of Building Engineering, v. 37 (Mai 2021). (2021):
- Formulation for nonlinear dynamic analysis of steel frames considering the plastic zone method. In: Engineering Structures, v. 223 (November 2020). (2020):
- Formulation for second-order inelastic analysis of steel frames including shear deformation effect. In: Journal of Constructional Steel Research, v. 151 (Dezember 2018). (2018):