243 resultados para Sheet-steel

Structural Behaviour of Self-Piercing Riveted Connections in Steel Framed Housing

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Finite Element Analyses of Cold-Formed Steel Columns Subject to Distortional Buckling Under Simulated Fire Conditions

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Local Buckling Behaviour of Cold-formed Steel Compression Members at Elevated Temperatures

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Predicting the ultimate capacity of innovative cold-formed steel columns

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Structural Behaviour and Design of Trapezoidal Steel Claddings with Closely Spaced Ribs

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Local Buckling Behaviour and Design Unstiffened Steel Plate Elements at Elevated Temperatures

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Evaluation of the Mechanical Properties of Gypsum Plasterboard and their Use in the Analysis of Cold-Formed Steel Stud Walls

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Analytical Modelling of Pull-through Failures in Crest-fixed Steel Claddings

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Use of Nonlinear Hybrid/mixed Shell element for Steel Cladding Systems

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Behaviour and Design of Valley-Fixed Steel Cladding Systems

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Distortional buckling behaviour of innovative cold-formed steel columns

Relevância:

20.00% 20.00%

Publicador:

Veja mais

A Sensitivity Study in Advanced Analysis of Steel Frames Comprising Non-Compact Sections

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Full-scale Tests and Analytical Modelling of an Innovative Cold-formed Steel Building System

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Development of an Advanced Analysis Method for Steel Frame Structures Subjected to Lateral Torsional Buckling

Relevância:

20.00% 20.00%

Publicador:

Veja mais

Local Buckling Behaviour and Design of Cold-formed Steel Compression Members at Elevated Temperatures

Relevância:

20.00% 20.00%

Publicador:

Veja mais