Study on Dynamic Stability of a Truck Crane Carrier : 2nd Report, Strict Analysis of Forward Stability in Load Lowering Motion

Ito, Hiroshi; Hasegawa, Mitsuhiko; Irie, Tsukasa; Katô, Yoshio

doi:10.1299/jsme1958.28.2467

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2020

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“…In this paper, the formulated models include damping of the portal structure. Including selected references on the crane modelling and dynamics (Gustafsson, 1996;Maczyński and Szczotka, 2002), which were considered in Vasiljević et al (2016), in this paper additional references on the effect of structure damping (Chopra, 2006;Spyrakos, 1994;Bathe, 1996) and on the dynamic stability of cranes (Ito et al, 1985;Towarek, 1998;Ju et al, 2006;Shaikh and Kumar, 2016) are considered.…”

Section: Introductionmentioning

confidence: 99%

Comparative dynamic analysis of the portal cranes of type H and X

Vasiljević¹

2020

Journal of Theoretical and Applied Mechanics

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In this paper, a comparative dynamic analysis of the portal cranes of type H and X is described. The difference of the considered cranes arises from the difference of their portals. These two types of portals have the same main geometric measurements. They differ only at the medium level in the horizontal plane. The first type of the portal on the middle level has an H-frame, while the second type has an X-frame. In this paper, dynamic parameters of the two portals have been compared. Estimation has been done to find which of the two types of portals has more favourable dynamic stability for overturn.

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Section: Introductionmentioning

confidence: 99%

Comparative dynamic analysis of the portal cranes of type H and X

Vasiljević¹

2020

Journal of Theoretical and Applied Mechanics

View full text Add to dashboard Cite

show abstract

Study on Dynamic Stability of a Truck Crane Carrier : 2nd Report, Strict Analysis of Forward Stability in Load Lowering Motion

Cited by 1 publication

References 0 publications

Comparative dynamic analysis of the portal cranes of type H and X

Comparative dynamic analysis of the portal cranes of type H and X

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