The effect of the spatial variation of earthquake ground motion on the dynamic response of
multiple-support structures may be important. The relative performance of two simple …

This paper presents a comparison of near-fault and far-fault ground motion effects on
geometrically nonlinear earthquake behavior of suspension bridges. Boğaziçi (The First …

This paper investigates the elastic-plastic seismic behavior of long span cable-stayed steel
bridges through the plane finite-element model. Both geometric and material nonlinearities …

Based on observed damage patterns from previous earthquakes and a rich history of
analytical studies, asynchronous input motion has been identified as a major source of …

Theoretical dynamic characteristics of the Fatih Bridge in terms of natural frequencies and
mode shapes of free vibration were obtained using a range of finite element models. Based …

In this paper, asynchronous and stochastic dynamic analyses of a cable-stayed bridge are
carried out using the finite element method. The Jindo Bridge, constructed in South Korea, is …

In this study, a comprehensive investigation of the stochastic analysis of a suspension
bridge subjected to spatially varying ground motions is carried out for variable local soil …

In this paper, it is aimed to determine the stochastic response of a suspension bridge
subjected to spatially varying ground motions considering the geometric nonlinearity …

Engineering structures, like bridges, dams and towers are designed by considering
temperature changes, earthquakes, wind, traffic and pedestrian loads. However, generally, it …

This paper focuses on the effect of spatially variable ground motions on the towers of cable-
stayed bridges with 200, 400 and 600 m main spans. Seismic analysis of the bridges is …