The paper presents the possibilities of a method of force reduction in computing elastic spatial structures which can reduce the size of matrixes which have to be inverted.De Wilde Willy. A method of force reduction applied to space frames. In: Bulletin de la Classe des sciences, tome 58, 1972. pp. 143-150
The papers delivers a new computational method of statical analysis of frames, well suited for both ...
A three-dimensional beam element is derived based on the principle of stationary total potential ene...
The force cone method developed by Claus Mattheck enables computer-free topology designing and offer...
p. 2836-2847This paper presents a method of equilibrium that calculates the deflection of certain sp...
A direct and relatively simple method for controlling nodal displacements and/or internal bar forces...
This paper gives a proof of equivalence between two existing force methods (FM) for structural analy...
A computer-aided design procedure has been developed for minimizing the adverse effects of the inert...
This paper presents an analysis of the force reduction factors used in the force-based seismic desig...
Numerous finite elements software allow elastic analysis of internal forces in structures with vario...
To calculate the thin-walled spatial system, consisting of two closed barrel shells we used one of t...
This paper presents a new procedure for the nonlinear analysis of space frames. The procedure is bas...
The theory underlying the design of minimum volume space frameworks is reviewed. Fundamental theorem...
This thesis presents an approximate method for analysis of dense spaceframes. The approach is based ...
A stiffness reduction method for the in-plane design of steel frames is proposed in this paper. The ...
In this paper, the effects of the restoring force device on the response of a space frame structure ...
The papers delivers a new computational method of statical analysis of frames, well suited for both ...
A three-dimensional beam element is derived based on the principle of stationary total potential ene...
The force cone method developed by Claus Mattheck enables computer-free topology designing and offer...
p. 2836-2847This paper presents a method of equilibrium that calculates the deflection of certain sp...
A direct and relatively simple method for controlling nodal displacements and/or internal bar forces...
This paper gives a proof of equivalence between two existing force methods (FM) for structural analy...
A computer-aided design procedure has been developed for minimizing the adverse effects of the inert...
This paper presents an analysis of the force reduction factors used in the force-based seismic desig...
Numerous finite elements software allow elastic analysis of internal forces in structures with vario...
To calculate the thin-walled spatial system, consisting of two closed barrel shells we used one of t...
This paper presents a new procedure for the nonlinear analysis of space frames. The procedure is bas...
The theory underlying the design of minimum volume space frameworks is reviewed. Fundamental theorem...
This thesis presents an approximate method for analysis of dense spaceframes. The approach is based ...
A stiffness reduction method for the in-plane design of steel frames is proposed in this paper. The ...
In this paper, the effects of the restoring force device on the response of a space frame structure ...
The papers delivers a new computational method of statical analysis of frames, well suited for both ...
A three-dimensional beam element is derived based on the principle of stationary total potential ene...
The force cone method developed by Claus Mattheck enables computer-free topology designing and offer...
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