A Generalized Gazi-Passino Model with Coordinate-coupling Matrices for Swarm Formation with Rotation Behaviour

2022 ◽  
pp. 1-1
Author(s):  
Giuseppe Fedele ◽  
Luigi D'Alfonso ◽  
Veysel Gazi
Keyword(s):  
Rotation Behaviour ◽  
Swarm Formation

Leaderless Swarm Formation Control: From Global Specifications to Local Control Laws

2021 ◽  
Author(s):  
Solomon Gudeta ◽  
Ali Karimoddini ◽  
Mohammadreza Davoodi ◽  
Ioannis Raptis
Keyword(s):  
Local Control ◽  
Formation Control ◽  
Control Laws ◽  
Swarm Formation

scholarly journals Optimal Swarm Formation for Odor Plume Finding

2014 ◽  
Vol 44 (12) ◽  
pp. 2302-2315 ◽  
Author(s):  
Ali Marjovi ◽  
Lino Marques
Keyword(s):  
Odor Plume ◽  
Swarm Formation

Moment–rotation behaviour of non-bolted planar joints for segmental tunnels

2019 ◽  
Vol 172 (10) ◽  
pp. 749-767 ◽  
Author(s):  
Fernando Peña ◽  
Arturo Galván ◽  
Jatziri Y. Moreno-Martínez ◽  
Israel E. Herrera-Díaz
Keyword(s):  
Rotation Behaviour

The rotational behaviour of clipped end plate connections

1988 ◽  
Vol 15 (1) ◽  
pp. 117-126 ◽  
Author(s):  
Karl Van Dalen ◽  
John MacIntyre
Keyword(s):  
Rotational Behaviour ◽  
Limit States ◽  
Modified Model ◽  
End Plate ◽  
Rotation Capacity ◽  
Plate Connections ◽  
The Moment ◽  
Rotation Behaviour ◽  
Key Words Beams ◽  
Good Agreement

The rotational behaviour of clipped end plate connections was studied by subjecting nine clipped and three conventional or “unclipped” specimens with varying connection geometry to combined shear and moment and obtaining the corresponding moment–rotation characteristics. It was found that the clipped end plate connections in this investigation had more than adequate rotation capacity to permit an interior beam connected to a supporting member by this type of connection to achieve its full plastic moment, provided the length-to-depth ratio of the beam does not exceed 20. For the range of rotations that would be experienced by clipped end plate connections in a practical structure, a model originally developed to predict the moment–rotation behaviour of conventional shear end plate connections was modified so as to be applicable to clipped end plate connections. Good agreement was obtained between the test values and those predicted by the modified model. No adverse effect on the rotational behaviour of the connections was observed to result from the asymmetry caused by clipping the end plate. Key words: beams, bolts, columns, connections, fillet welds, limit states design, moment, rotation, shear tests, steel construction.

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