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Identification of the Location and Level of Damage in Multiple-Bolted-Joint Structures by PZT Actuator-Sensors
Publisher: American Society of Civil Engineers
Abstract: A piezoceramic (PZT) patch can be used simultaneously as an actuator and as a sensor for structural damage detection by utilizing its electromechanical coupling property. In this technique, a PZT actuator-sensor patch is ...
Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge
Publisher: American Society of Civil Engineers
Abstract: The Trans-Tokyo Bay Highway Crossing, completed in 1997, is 11 km in total length and is a combined tunnel and multiple bridge route that includes a ten-span continuous steel box-girder bridge with a total length of 1,630 ...
Design Formulas for Damping of a Stay Cable with a Damper
Publisher: American Society of Civil Engineers
Abstract: The performance of a damper in controlling large-amplitude vibrations of a stay cable in a bridge is influenced by essential parameters such as the amount of sag and flexural rigidity of the cable, and the stiffness of the ...
Combined Damping Effect of Two Dampers on a Stay Cable
Publisher: American Society of Civil Engineers
Abstract: The combined effect of two dampers, either on the same end or opposite ends of a stay cable, is analytically studied in this paper. By considering small distances of the dampers from the anchorages, an asymptotic formula ...
Interaction of Nonconservative 1D Continuum and Moving MDOF Oscillator
Publisher: American Society of Civil Engineers
Abstract: This paper presents a method for computing the response of a 1D elastic continuum induced by a multi-degree-of-freedom (MDOF) oscillator traveling over it. The continuum and the oscillator are nonconservative systems with ...
Auto-Parametric Vibration of a Cable-Stayed-Beam Structure under Random Excitation
Publisher: American Society of Civil Engineers
Abstract: Auto-parametric vibration of a cable-stayed-beam structure under a random excitation is first studied numerically with emphasis on cable local vibration. A simplified 3-degree-of-freedom model that includes linear as well ...
Analytical Study on Bending Effects in a Stay Cable with a Damper
Publisher: American Society of Civil Engineers
Abstract: The effects of bending on the modal properties of a stay cable with a transverse damper are analytically studied. Considering that the value of the flexural rigidity in the stay cable is small in practice, an explicit ...
Active Control of Multimodal Cable Vibrations by Axial Support Motion
Publisher: American Society of Civil Engineers
Abstract: Active control for small-sag cable using the axial support motion is developed. The nonlinear motion of the cable with moving support is expressed as a bilinear system in which the product of the axial support motion and ...
Discussion of “<i>Case Studies of Structures with Man‐Induced Vibrations</i>” by H. Bachmann (March, 1992, Vol. 118, No. 3)
Publisher: American Society of Civil Engineers
A Conceptual Review of Pedestrian-Induced Lateral Vibration and Crowd Synchronization Problem on Footbridges
Publisher: American Society of Civil Engineers
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 ...
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