The stochastic finite element method is an extension of the FEM that considers the
uncertainty of a system that arises through variations in initial conditions, materials or …

The IHS-EIS method is developed for reliability analysis of steel cable-stayed bridges by
integrating the improved Latin Hypercube (IHS) and a proposed effective importance …

In this paper, a stochastic dynamic analysis method for cable-stayed bridges subjected to
multi-dimensional and multi-supported earthquake and waves is established based on the …

Cable-stayed bridges have been constructed with different type of towers (pylons) in the
World, namely H-shaped, A-shaped, inverted Y-shaped, single column, diamond-shaped …

There is always some randomness in the material properties of a structure due to several
circumstances and ignoring it increases the threat of inadequate structural safety reserves. A …

In the present work a cable stayed bridge of fan type arrangement is analysed for static and
dynamic load. The analysis is done with all the cables under normal condition, different …

The aim of this paper is to compare the near-fault and far-fault ground motion effects on the
probabilistic sensitivity dynamic responses of two suspension bridges in Istanbul. Two …

The sensitivities of a structural response due to variation of its design parameters are
prerequisite in the majority of the algorithms used for fundamental problems in engineering …

Resonance and cancellation phenomena are fundamental scientific topics in the field of
train–bridge interactions. Prior studies have explained their underlying mechanisms and …

Stochastic seismic finite element analyses of the Kömürhan Bridge, the material properties
of which are described by random fields, are presented in this paper. The stochastic …