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The continuous strength method (CSM) has been developed to reflect better the observed behaviour of structural sections of different metallic materials.
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The material stress strain behaviour of structural carbon steel may be suitably accurately reflected for design purposes by an idealised elastic, perfectly-plastic material model; such material behaviour lends itself to the concept of section classification.
It shows consequences of strength deterioration on the behaviour of structural system in both plan and elevation. .
It shows consequences of strength deterioration on the behaviour of structural system in both plan and elevation.
Consequently, the structural behaviour of lapped sections between cold-formed steel Z sections in terms of strength and stiffness is quantified rationally for general design.
This paper develops a mechanics model that can predict the behaviour of concrete-filled hollow structural section (HSS) beams.
Therefore, the structural behaviour of WSS stud sections was investigated under ambient and fire conditions using finite element analyses and their capacities were compared with those of conventional LCS studs.
This paper presents an experimental study on the structural behaviour of I-section hybrid fibre reinforced polymer (FRP) pultruded columns made of glass and carbon fibres (GF and CF) embedded in a polyester resin.
Structural sections of laminated bamboo can be connected using methods common in timber engineering, however the different material properties of timber and laminated bamboo suggest that the behaviour of connections in the two materials would not be the same.
Major structural sections of the A380 are built in France, Germany, Spain, and the United Kingdom.
This paper summarizes an experimental program on the axial and flexural behaviour of square concrete members reinforced with glass fiber reinforced polymer (GFRP) bars and embedded with pultruded GFRP structural sections under different loading conditions.
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