Abstract: Modern footbridges are often characterized by architectural demands for light, slender, and long structures that may lead to excessive vibration problems. In past decades, occurrences of pedestrian-induced vibration on ...

Abstract: Modern footbridges are often characterized by architectural demands for light, slender, and long structures that may lead to excessive vibration problems. In past decades, occurrences of pedestrian-induced vibration on ...

Abstract: During the 211 Great East Japan earthquake, the rollover of a truck crossing the Yokohama Bay cable-stayed bridge was reported. A similar incident was also reported at the viaduct of the Hanshin-Expressway during the 1995 ...

Abstract: Yokohama Bay Bridge, with a total span length of 860 m, is the second longest span cable-stayed bridge in East Japan, and one of the most densely instrumented bridges in Japan. On March 11, 2011, the Great East Japan ...

Abstract: Verification of vibration-based damage detection through a full-scale actual structural testing is an important learning opportunity. From such a test, the evolution of dynamic characteristics can be observed, damage ...

Abstract: This paper describes a study on identifying vortex-induced vibration (VIV) of the Osman Gazi Bridge tower during construction and in-service conditions and its control strategy using an active mass damper. In the wind ...

Abstract: The deployment of wireless sensor network (WSN) for continuous seismic monitoring system of cable-stayed bridge is presented in this paper. A newly developed WSN that is based on simultaneous high-speed concurrent transmission ...