This research is concerned with behavior of composite steel-concrete arches under static load.For this purpose, eight models of composite steel-concrete arches are fabricated as test specimens.According to their supporting systems, the eight fabricated specimens are equally divided into Hinge-Roller and Hinge-Hinge supported arches in which varied
In many aspects of modern engineering (processes, products, and systems)InIn many aspects of modern engineering (processes, products, and systems) there is Crank Arm Assembly a need to optimize multiple responses simultaneously, rather than optimizing one response at a time.The optimization of each individual response may generate as many different
Abstract The basal heave stability of supported excavations is an essential problem in geotechnical engineering.This paper considers the probabilistic analysis of basal heave stability of supported excavations with spatially random soils by employing the Cleansers random adaptive finite element limit analysis and Monte Carlo simulations to simulate