p. 2771-2779An analytical model for the deflection of a symmetric, spindle shaped Tensairity girder under homogenous load is proposed which can be solved analytically. The results are compared to FEM predictions for a specific Tensairity girder. Further simplifications of the analytical solution lead to a simple relation for the deflection of the Tensairity girder, which reveals the importance of the elasticity of the chords relative to the air pressure in the inflated hull. Such simple models are crucial to understand the basic principles of Tensairity and provide the engineer with easy rules to estimate the load-deflection behaviour of this new light weight structure.Luchsinger, RH.; Teutsch, U. (2009). An analytical model for Tens...
Broadly speaking, an engineer's constant aim is the creation of something which serves mankind. In ...
An algorithm is given for obtaining the formula for the dependence of the deflection of a regular pl...
This report presents an investigation of the shear capacities of steel plate girders with web holes,...
p. 2771-2779An analytical model for the deflection of a symmetric, spindle shaped Tensairity girder ...
The load bearing behavior of an asymmetric spindle shaped Tensairity girder is studied experimentall...
Tensairity is a lightweight structural concept, a synergistic combination of an air-beam, cables and...
Tensairity is a new lightweight structural concept which can be classified as a pneumatic structure....
This paper investigates the load bearing behavior of Tensairity arches. The main goal of the researc...
This paper investigates numerically the load bearing behaviour of a deployable Tensairity beam. More...
p. 2031-2040Tensairity is a lightweight structural concept consisting of struts and cables stabilise...
This thesis presents the development of an innovative method for describing the behaviour of steel m...
The comprehensive study on the structural behaviour of underslung girder bridge is examined in this ...
This thesis presents the development of an innovative method for describing the behaviour of steel m...
This article presents a mechanical formulation to estimate the strength of transversally stiffened s...
Experimental tests show that most eccentrically patch loaded steel I-girders have a collapse mode qu...
Broadly speaking, an engineer's constant aim is the creation of something which serves mankind. In ...
An algorithm is given for obtaining the formula for the dependence of the deflection of a regular pl...
This report presents an investigation of the shear capacities of steel plate girders with web holes,...
p. 2771-2779An analytical model for the deflection of a symmetric, spindle shaped Tensairity girder ...
The load bearing behavior of an asymmetric spindle shaped Tensairity girder is studied experimentall...
Tensairity is a lightweight structural concept, a synergistic combination of an air-beam, cables and...
Tensairity is a new lightweight structural concept which can be classified as a pneumatic structure....
This paper investigates the load bearing behavior of Tensairity arches. The main goal of the researc...
This paper investigates numerically the load bearing behaviour of a deployable Tensairity beam. More...
p. 2031-2040Tensairity is a lightweight structural concept consisting of struts and cables stabilise...
This thesis presents the development of an innovative method for describing the behaviour of steel m...
The comprehensive study on the structural behaviour of underslung girder bridge is examined in this ...
This thesis presents the development of an innovative method for describing the behaviour of steel m...
This article presents a mechanical formulation to estimate the strength of transversally stiffened s...
Experimental tests show that most eccentrically patch loaded steel I-girders have a collapse mode qu...
Broadly speaking, an engineer's constant aim is the creation of something which serves mankind. In ...
An algorithm is given for obtaining the formula for the dependence of the deflection of a regular pl...
This report presents an investigation of the shear capacities of steel plate girders with web holes,...