Add to ORKGThe research work in this thesis consists of two major parts. Firstly, the loadcarrying mechanism of the composite beams was explained using an "arch mechanism". The moment-rotation relationship of the composite joint was modelled using an "component approach". It is a well-known fact that the idealisations of either fully pin or fully rigid connection behaviour is truly uneconomical though it facilitates the analysis process.Doctor of Philosophy (CSE
The structural members of steel frames are jointed by connections. These connections are neither rig...
This paper presents an experimental study on cold-formed steel (CFS) concrete composite joints, with...
In the structural analysis of steel frames, joints are generally considered as rigid or hinged consi...
The used of a precast concrete structural system has been limited primarily non-seismic areas. To pr...
This paper described the finite element modelling of the semi-rigid composite beam-column joints wit...
The main objective of this thesis is to develop an insight into the behaviour of semi-rigid composit...
This paper presents the parametric studies carried out to investigate the structural behaviour of co...
In last decades, significant efforts have been carried out by the scientific community to evaluate t...
ABSTRACT: The connections between precast concrete components play an important role in determining ...
Multi-storey precast concrete skeletal structures are assembled from individual prefabricated compon...
Composite structure incorporating steel beams and precast hollowcore slabs is a recently developed c...
peer reviewedIn EN 1994-1, design rules are given for the evaluation of the mechanical properties of...
This study aims to evaluate flexural strength based on the inelastic neutral axis calculated from al...
In this research, a new hybrid connection has been proposed to utilise the ease of steelwork install...
In the last years mixed structures in steel and concrete gain more and more importance. These struct...
The structural members of steel frames are jointed by connections. These connections are neither rig...
This paper presents an experimental study on cold-formed steel (CFS) concrete composite joints, with...
In the structural analysis of steel frames, joints are generally considered as rigid or hinged consi...
The used of a precast concrete structural system has been limited primarily non-seismic areas. To pr...
This paper described the finite element modelling of the semi-rigid composite beam-column joints wit...
The main objective of this thesis is to develop an insight into the behaviour of semi-rigid composit...
This paper presents the parametric studies carried out to investigate the structural behaviour of co...
In last decades, significant efforts have been carried out by the scientific community to evaluate t...
ABSTRACT: The connections between precast concrete components play an important role in determining ...
Multi-storey precast concrete skeletal structures are assembled from individual prefabricated compon...
Composite structure incorporating steel beams and precast hollowcore slabs is a recently developed c...
peer reviewedIn EN 1994-1, design rules are given for the evaluation of the mechanical properties of...
This study aims to evaluate flexural strength based on the inelastic neutral axis calculated from al...
In this research, a new hybrid connection has been proposed to utilise the ease of steelwork install...
In the last years mixed structures in steel and concrete gain more and more importance. These struct...
The structural members of steel frames are jointed by connections. These connections are neither rig...
This paper presents an experimental study on cold-formed steel (CFS) concrete composite joints, with...
In the structural analysis of steel frames, joints are generally considered as rigid or hinged consi...