This paper is devoted to the geometrically nonlinear behaviour of one-dimensional elements. The research has included an experimental campaign, which was conducted on Laminated Glass (acronym: LG) subjected to compressive load, and a theoretical analysis, which developed a mathematical model for determining the critical load. The paper shows the experimentation, the model, the simulations of the tests with the model, and a theoretical analysis of products available in the architectural glass marketplace that encompasses glass structural applications. The results show the role of lamination on buckling and provide rules in order to use laminated glass for compressive elements
Because of evident aesthetic, lighting and architectural advantages, glass curtain walls are largely...
Monolithic and laminated glass elements are frequently subjected to buckling phenomena. Nevertheles...
Buckling failure is a common condition of collapse for structural glass elements typically character...
It is well known that structural glass members are made by assembling thin laminated panels, which c...
Several experimental investigations in the past few years have highlighted the fact that the compres...
Because of the characteristic of high slenderness ratios, monolithic and laminated glass elements ar...
This paper deals with structural elements made of either glass (one layer) or laminated glass, and i...
There is a significant increase in the application of laminated glass panel in the modern and innova...
Transparent and subtle structures are features of modern architecture. Structural glass is construct...
This paper examines the behavior in compression of glass columns having tee (T) transverse cross-sec...
Glass elements are widely used in modern buildings as structural columns, beams, stiffeners. Neverth...
In this thesis, methods for efficiently determining stresses in laminated glass structures are devel...
The buckling response of monolithic and laminated glass columns under axial compressive loads or bea...
In this thesis, user friendly and efficient methods for the design of glass structures are developed...
Because of evident aesthetic, lighting and architectural advantages, glass curtain walls are largely...
Because of evident aesthetic, lighting and architectural advantages, glass curtain walls are largely...
Monolithic and laminated glass elements are frequently subjected to buckling phenomena. Nevertheles...
Buckling failure is a common condition of collapse for structural glass elements typically character...
It is well known that structural glass members are made by assembling thin laminated panels, which c...
Several experimental investigations in the past few years have highlighted the fact that the compres...
Because of the characteristic of high slenderness ratios, monolithic and laminated glass elements ar...
This paper deals with structural elements made of either glass (one layer) or laminated glass, and i...
There is a significant increase in the application of laminated glass panel in the modern and innova...
Transparent and subtle structures are features of modern architecture. Structural glass is construct...
This paper examines the behavior in compression of glass columns having tee (T) transverse cross-sec...
Glass elements are widely used in modern buildings as structural columns, beams, stiffeners. Neverth...
In this thesis, methods for efficiently determining stresses in laminated glass structures are devel...
The buckling response of monolithic and laminated glass columns under axial compressive loads or bea...
In this thesis, user friendly and efficient methods for the design of glass structures are developed...
Because of evident aesthetic, lighting and architectural advantages, glass curtain walls are largely...
Because of evident aesthetic, lighting and architectural advantages, glass curtain walls are largely...
Monolithic and laminated glass elements are frequently subjected to buckling phenomena. Nevertheles...
Buckling failure is a common condition of collapse for structural glass elements typically character...