RT info:eu-repo/semantics/article
T1 Limit analysis of 3D building structures
A1 Cacho-Pérez, M.
K1 Estructuras de barras
K1 Análisis plástico
K1 Limit analysis
K1 Building structures
K1 Collapse load factor
K1 Collapse mechanism
K1 Uniform distributed loads
K1 3305 Tecnología de la Construcción
AB In this work, a limit analysis of typical building frames is carried out, and the collapse load and collapse mechanism of 3D frames composed of slender steel structural elements under concentrated and uniformly distributed loads are calculated. To this end, the direct kinematic method and nonlinear optimization techniques are proposed to search for the collapse mechanism and determine the collapse load. This work has the advantage that the structure’s equilibrium equations are obtained through a completely systematic formulation of the problem of interest. In many cases, the case of uniformly distributed loads is simplified by equivalent point loads. However, this work verifies that the results differ in the cases of point loads and uniformly distributed loads, both qualitatively and quantitatively.
PB Elsevier
SN 0143-974X
YR 2025
FD 2025
LK https://uvadoc.uva.es/handle/10324/76021
UL https://uvadoc.uva.es/handle/10324/76021
LA eng
NO Journal of Constructional Steel Research, Volume 234, 2025, 109662, ISSN 0143-974X
NO Producción Científica
DS UVaDOC
RD 21-jun-2025