Fatma Birinci

TL;DR: In this article, the analytical modeling, modal testing, and finite-element model updating for a two-span masonry arch bridge is presented. But the analysis is performed on the developed 3D finite element model of the bridge to obtain dynamic characteristics.

TL;DR: In this paper, the authors compare the finite element model predictions of the earthquake response of the two historical arch bridges, Osmanli and Senyuva, before and after model calibration.

TL;DR: In this paper, the Mikron Arch Bridge was first subjected to ambient vibration testing, during which accelerometers were placed at several points on the bridge span to record the bridge vibratory response and then used Enhanced Frequency Domain Decomposition and Stochastic Subspace Identification techniques to extract the experimental natural frequencies, mode shapes, and damping ratios from these measurements.

TL;DR: In this article, the authors describe a historical arch bridge; its analytical modeling, modal testing and finite element model (FEM) updating, which is used to obtain analytical dynamic characteristics such as natural frequencies and mode shapes.

TL;DR: In this article, the authors presented finite element modelling, vibration-based operational modal analysis, and finite element model updating of a restored historic arch bridge, Mikron historic bridge, constructed on Firtina River in Rize, Turkey.