Titlebook: Dynamics and Aerodynamics of Cables; ISDAC 2023 Vincenzo Gattulli,Marco Lepidi,Luca Martinelli Conference proceedings 2024 The Editor(s) (i

Largess

https://doi.org/10.1007/978-3-86226-498-8elates well with the ice accretion amount during no galloping and weak wind conditions. Building a method for removing the influence of wind from the average tension is also important for estimating the ice accretion amount of the event without weak wind.

Hyperopia

https://doi.org/10.1007/978-3-86226-500-8ar behavior in the restrainer, and to simulate imperfections, malfunctioning and modeling simplifications. A three-stay, one-restrainer network, installed on the Fred Hartman Bridge (Houston, Texas, USA) is employed to illustrate the main results.

Mnemonics

linear

Review Study on Nonlinear Modeling Issues Associated with the Dynamics of In-Plane Cable Networksar behavior in the restrainer, and to simulate imperfections, malfunctioning and modeling simplifications. A three-stay, one-restrainer network, installed on the Fred Hartman Bridge (Houston, Texas, USA) is employed to illustrate the main results.

壟斷

Explore Essential Elements in the Generation Mechanisms of Wind-Induced Cable Vibrations: An Insight intensity of which depends on the effective attack angle. On the other hand, the cross-sectional shape of a real stay cable is usually not perfectly round. It is believed that the presence of axial flow and roundness imperfection would contribute to trigger some unique wind-induced cable vibration

技術(shù)

Novel Position Control for Ensuring Feasible Tension Distribution of Cable-Driven Parallel Manipulatpayloads into a large workspace. They are considered fully-constrained when the . degrees-of-freedom of the end-effector are commanded by means of . cables. The dynamics of this extended configuration is strongly non-linear and, in addition, position control strategies must face the problem of maint

揮舞

Kinetostatic Analysis of a Novel Planar Cable-Driven Robot with a Single Cable Loop cases). Depending on the presence of external force and the minimum and maximum allowed tension values, the workspace can be significantly decreased. Previous works focused on solving kinematic or dynamic problems when cables are sagging and, as a consequence, to include these end-effector poses in

Lignans

Dynamic Testing of a Long-Span Suspension Cable Netht roof. The original suspended cable net was replaced with this new structure, and the shape and stress state of the cable net depend on various factors, such as the geometry of circumferential supports, cable lengths, and cable prestress. The structural behaviour is significantly influenced by sys