A direct and relatively simple method for controlling nodal displacements and/or internal bar forces has been developed for prestressable structural assemblies including complex elements ("macro-elements", e.g., the pantographic element), involving Matrix Condensation, in which structural matrices being built up from matrices of elementary elements. The method is aimed at static shape control of geometrically sensitive structures. The paper discusses identification of the most effective bars for actuation, without incurring violation in bar forces, and also with objective of minimal number of actuators or minimum actuation. The advantages of the method is that the changes for both force and displacement regimes are within a single formulati...
The requirements for minimum-weight structures were developed by A. G. M. Michell whose work was ext...
With strengthening focus on digitalization and flexibility, active and flexible fixtures can provide...
The use of influence lines is a recognized method for determining the critical design load condition...
A direct and relatively simple method for controlling nodal displacements and/or internal bar forces...
This paper presents a direct method for controlling nodal displacements, internal bar forces, and si...
There are applications of structural engineering where tolerances of structural shape and internal f...
This study concerns with morphing structures, e.g. as applied in the aerospace industry. A morphing ...
The paper presents the possibilities of a method of force reduction in computing elastic spatial str...
Smart structures are active structures capable of sensing stimuli, and responding with active contro...
In current literature related to the active control of discrete parameter structures by strain indu...
This work presents force and shape control strategies for adaptive structures subjected to quasi-sta...
Details are given of a procedure for condensing the mass and stiffness matrices of a structure for d...
The implementation of targeted prestress forces in pin-jointed structures, such as tensegrity struct...
Structural elements in cable-stayed bridge decks can undergo large deflections under load or may be ...
Based on the expression specifying the deformation of a multi-component object, a component-based co...
The requirements for minimum-weight structures were developed by A. G. M. Michell whose work was ext...
With strengthening focus on digitalization and flexibility, active and flexible fixtures can provide...
The use of influence lines is a recognized method for determining the critical design load condition...
A direct and relatively simple method for controlling nodal displacements and/or internal bar forces...
This paper presents a direct method for controlling nodal displacements, internal bar forces, and si...
There are applications of structural engineering where tolerances of structural shape and internal f...
This study concerns with morphing structures, e.g. as applied in the aerospace industry. A morphing ...
The paper presents the possibilities of a method of force reduction in computing elastic spatial str...
Smart structures are active structures capable of sensing stimuli, and responding with active contro...
In current literature related to the active control of discrete parameter structures by strain indu...
This work presents force and shape control strategies for adaptive structures subjected to quasi-sta...
Details are given of a procedure for condensing the mass and stiffness matrices of a structure for d...
The implementation of targeted prestress forces in pin-jointed structures, such as tensegrity struct...
Structural elements in cable-stayed bridge decks can undergo large deflections under load or may be ...
Based on the expression specifying the deformation of a multi-component object, a component-based co...
The requirements for minimum-weight structures were developed by A. G. M. Michell whose work was ext...
With strengthening focus on digitalization and flexibility, active and flexible fixtures can provide...
The use of influence lines is a recognized method for determining the critical design load condition...