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 ...