Input-output characteristics in an event of the abnormal vibration of a kilometer-level railway-
highway-combined cable-stayed bridge's cables under in-service winds are deeply …

The assessment of wind-induced vibrations is considered vital for the design of long-span
bridges. The aim of this research is to develop a methodological framework for robust and …

Long-span bridges, high-rise buildings, chimneys, or wind turbines are often susceptible to
wind-induced vibrations due to their high flexibility and lightweight. Therefore, these …

The risk of vehicle accidents and discomfort under wind actions is key in the serviceability
assessment of long-span bridges. This paper presents a complete wind-vehicle-bridge …

The traditional wind load assessment for long-span bridges relies on assumed models for
the wind field and aerodynamic coefficients from wind tunnel tests, which usually introduce …

The deck cross-section is usually identified in engineering practice as the most important
design variable in the wind-resistant design of long-span bridges. This is certainly true in …

Focus of this paper is the comparison of three different approaches to assess the
aerodynamic stability of twin-box decks: experimental free-motion tests, numerical …

Deterministic safety curves of safe train running speeds versus mean wind speeds (MWSs)
have been studied in the time domain, considering the train-bridge interaction (TBI) …

IABSE Task Group 3.1 has the mandate to define reference results for the validation of
methodologies and programs used to study both stability and buffeting responses of long …

Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable
representation of the aerodynamic forces acting on a bridge deck is of a major significance …