In this article the effects of standardised material stress-strain behaviours on plastic hinge length, moment and rotational capacity are investigated using a specially developed computer program. Material properties are described using three standard post-yield stress-strain characteristics, as given in the Dutch steel code. Two cross-sections are inciuded in this study, an HE 140 A and an IPE 140. The static system and loading investigated is a simple-span beam subjected to three point loading. The influence of residual stresses are taken into account based upon simplified models given in the Dutch steel code. To indicate clearly the inftuence of material stress-strain behaviour, the effects of local and global instabilitïes, bad introduc...
New Zealand and Australian steel structure design standards contain equations to encourage yielding ...
The ultimate load and collapsing modes of steel frames under combined vertical and horizontal forces...
The New Zealand Structural Loading Standard, until its latest revision, was using the structural dis...
In Structural Steel Design, members are commonly designed to withstand load up to the yield stress o...
Modern design rules in steel construction are based on limit state design where limit states of serv...
According to experimental and analytical studies, the shape of the stress-strain curve in the inelas...
In this project, study on the formation of plastic hinge including the spread of plastic zone and th...
The moment-rotation behavior of force-based frame elements is expressed as a function of plastic hin...
In this numerical study, three dimensional analyses were carried out using finite element method to ...
The ultimate load of a typical steel frame is dependent on the geometrically nonlinear and material ...
New Zealand and Australian steel structure design standards contain equations to encourage yielding ...
Procedures have been developed for investigating the plasticity of steel structures that retain the ...
The current New Zealand steel structures standard has a provision that aims to restrict plastic hing...
A numerial procedure is presented for analizing the inelastic response of space frames. The procedur...
In this work the structural dependence of plastic rotation capacity in RC beams is evaluated using t...
New Zealand and Australian steel structure design standards contain equations to encourage yielding ...
The ultimate load and collapsing modes of steel frames under combined vertical and horizontal forces...
The New Zealand Structural Loading Standard, until its latest revision, was using the structural dis...
In Structural Steel Design, members are commonly designed to withstand load up to the yield stress o...
Modern design rules in steel construction are based on limit state design where limit states of serv...
According to experimental and analytical studies, the shape of the stress-strain curve in the inelas...
In this project, study on the formation of plastic hinge including the spread of plastic zone and th...
The moment-rotation behavior of force-based frame elements is expressed as a function of plastic hin...
In this numerical study, three dimensional analyses were carried out using finite element method to ...
The ultimate load of a typical steel frame is dependent on the geometrically nonlinear and material ...
New Zealand and Australian steel structure design standards contain equations to encourage yielding ...
Procedures have been developed for investigating the plasticity of steel structures that retain the ...
The current New Zealand steel structures standard has a provision that aims to restrict plastic hing...
A numerial procedure is presented for analizing the inelastic response of space frames. The procedur...
In this work the structural dependence of plastic rotation capacity in RC beams is evaluated using t...
New Zealand and Australian steel structure design standards contain equations to encourage yielding ...
The ultimate load and collapsing modes of steel frames under combined vertical and horizontal forces...
The New Zealand Structural Loading Standard, until its latest revision, was using the structural dis...