Abstract: The concept of variability response function based on the weighted‐integral method is extended to two‐dimensional plane stress/plane strain stochastic problems in order to calculate their response variability (in terms of ...

Abstract: The buffeting response of long‐span bridges in turbulent wind is dealt with in the present investigation. Herein the analysis is based on linear models describing the structural behavior and the fluid‐structure interaction. ...

Abstract: The behavior of the response of long‐span bridges under turbulent wind in the region of stable motion is investigated theoretically. Utilizing a single‐degree‐of‐freedom structural model the basic concept of the method of ...