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Distributed Control of Truss Structures

Journal of Vibration and Control, 2003
Continuous element methods have frequently been used in the modal analysis of structures modeled as flexible beams, extensible strings and rods, but only rarely for purposes of control. In this paper, we define a strategy of active control using the exact transfer matrix of a two-cell planar truss.
Kevorkian, Sandrine, Pascal, Madeleine
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Pyramidal lattice truss structures with hollow trusses

Materials Science and Engineering: A, 2005
A method for fabricating pyramidal lattice structures with hollow metallic trusses has been explored. A periodic diamond hole pattern sheet consisting of 304L stainless steel hollow tubes was made by an alternating collinear lay-up process followed by vacuum brazing.
Douglas T. Queheillalt   +1 more
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Distributed Construction of Truss Structures

2013
We address the construction of truss structures with standardized parts and simple fasteners using multiple aerial robots. Robotic construction, unlike assembly in industrial settings, often occurs in unstructured environments where it may be difficult to manipulate objects to a high level of precision.
Quentin Lindsey, Vijay Kumar 0001
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Active Truss Structures

2008
info:eu-repo/semantics ...
De Marneffe, Bruno, Preumont, André
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Periodic truss structures

Journal of the Mechanics and Physics of Solids, 2016
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Zok, Frank W.   +2 more
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Truss and Beam Structures

2021
The presentation of the finite element method starts in this chapter with the explanation of the finite element method for truss and beam systems. The concept of stiffness matrices is shown first for a simple truss element. The procedure for setting up the equations for a finite element analysis is explained exemplary for a simple truss system.
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A Numerical Stability Study on Truss Structures

Revue Européenne des Éléments Finis, 1992
Summary: This paper, which presents a numerical study on nonlinear stability problems of truss structures, concentrates on three main parts. First, the derivative of the tangential stiffness matrix is used to give the stability analysis with direct calculation of the critical points and the branch-switching function. And then a quadratically convergent
Qian, Yuan-yao, Batoz, Jean-Louis
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