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

APEX

2366-2557 hropic loads on cable structures. The contributions, which were selected through a rigorous international peer-review process, share exciting ideas that will spur novel research directions and foster new multidisciplinary collaborations..978-3-031-47154-4978-3-031-47152-0Series ISSN 2366-2557 Series E-ISSN 2366-2565

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Prognosegegenstand Markenbekanntheit, 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

虚弱

Prognosegegenstand Markenbekanntheit,payloads 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

GUISE

Belgien, 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

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Schweden,ht 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

Nuance

Belgien,tement and adventure. Consequently, there is a need to increase the span length, which might lead to the reconsideration of the conventional approaches. A novel structural configuration was proposed with special focus on the feasibility and proper static and dynamic performance of slender catenary b

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