Add to ORKGThe paper is focused to the temperature distribution in the reverse channel connections to concrete filled tubular column during two fire tests on an experimental building in Veselí nad Lužnicí. Temperatures of connections without fire protection as well as fire protected connections were investigated. The connected beams and columns were without fire protection
This thesis was submitted for the award of PHD and was awarded by Brunel University London.Structura...
This thesis presents an analytical investigation on the influence of connection on the performance ...
NoThis paper summarises recent experimental research on structural steel I-section beam/column conne...
The paper is focused to the temperature distribution in the reverse channel connections to concrete ...
This paper reports on an experimental investigation of the behaviour of reverse-channel connections ...
The behaviour of connections in fire has become of particular interest to the structural engineering...
The Mokrsko fire test focused on the overall behaviour of the structure, which cannot be observed on...
The mechanical response of connections in fire is largely based on material strength degradation and...
Fire hazards and full-scale structural tests have provided evidence that the beam-column connections...
Connection failures which occurred in the Cardington full-scale fire tests and in the collapse of th...
This paper describes an experimental investigation into the behaviour of RC beam-column connections ...
In this paper a robust 2-noded connection element has been developed for modelling the bolted end-pl...
This paper describes an advanced numerical model to predict the fire behaviour of blind-bolts in the...
Until recently, investigations on the fire resistance of steel joints have been neglected by structu...
This thesis describes the development of a numerical method for the structural analysis of beams and...
This thesis was submitted for the award of PHD and was awarded by Brunel University London.Structura...
This thesis presents an analytical investigation on the influence of connection on the performance ...
NoThis paper summarises recent experimental research on structural steel I-section beam/column conne...
The paper is focused to the temperature distribution in the reverse channel connections to concrete ...
This paper reports on an experimental investigation of the behaviour of reverse-channel connections ...
The behaviour of connections in fire has become of particular interest to the structural engineering...
The Mokrsko fire test focused on the overall behaviour of the structure, which cannot be observed on...
The mechanical response of connections in fire is largely based on material strength degradation and...
Fire hazards and full-scale structural tests have provided evidence that the beam-column connections...
Connection failures which occurred in the Cardington full-scale fire tests and in the collapse of th...
This paper describes an experimental investigation into the behaviour of RC beam-column connections ...
In this paper a robust 2-noded connection element has been developed for modelling the bolted end-pl...
This paper describes an advanced numerical model to predict the fire behaviour of blind-bolts in the...
Until recently, investigations on the fire resistance of steel joints have been neglected by structu...
This thesis describes the development of a numerical method for the structural analysis of beams and...
This thesis was submitted for the award of PHD and was awarded by Brunel University London.Structura...
This thesis presents an analytical investigation on the influence of connection on the performance ...
NoThis paper summarises recent experimental research on structural steel I-section beam/column conne...