The present work describes the development of an optimization model for the rehabilitation process of concrete buildings damaged mainly by the effects of an earthquake. Currently, the process is carried out according to the current standards and the damage assessment is based lar...
Open access
Research Article10.9734/CJAST/2017/39179
Aims: The main objective of this study was to evaluate the nonlinear stability of a self supports roof with different spans subjected to wind loads. Specifically, this study investigated the behavior considering geometric and material imperfections and nonlinearities, obtaining...
Open access
Research Article10.9734/cjast/2025/v44i124645
Sergio Donjuan Gonzalez, Jaime Horta Rangel, Miguel Á. Pérez Lara y Hernández, Juan Bosco Hernandez Zaragoza, L. Francisco Pérez Moreno & Iván F. Arjona-Catzim·Current Journal of Applied Science and Technology·2025
Aims: The primary aim of this study was to evaluate the fatigue behavior of Steel Fiber Reinforced Concrete (SFRC) beams subjected to cyclic loading. Specifically, this study investigates the influence of fiber content on the fatigue performance of concrete beams using numerical...
Open access
Research Article10.9734/cjast/2025/v44i114629
The lattice structure optimization is based on the modification of three parameters: sizing, configuration and topology. Sizing is about the cross-sectional area of each element, configuration delimits the position of each node and topology is the structural shape that can be mad...
Open access
Research Article10.9734/CJAST/2018/40586