Add to ORKGpeer reviewedIn the present paper, innovative joint configurations leading to more economical solutions for full-strength beam-to-column joints for seismic building frames are detailed. The specificities of these joints are due to the fact that (i) the column is made of high strength steel while the beam are made of mild carbon steel and (ii) the design of some components allows partially neglecting the overstrength factor. Also, methods for the characterisation of specific joint components not directly covered by the Eurocode recommendations are proposed
As a result of a world-wide intensive research activity, a new design concept for structural moment ...
In the seismic design of steel frames, beam-to-column joints can be designed either as full strength...
In the case of steel Moment Resisting Frames (MRFs), the adoption of beam-to-column joints equipped ...
peer reviewedAccording to Eurocode 8, earthquake resistant steel building frames shall be designed f...
peer reviewedAbstract: According to EN 1998-1, the seismic design of steel structures is based on th...
When considering the capacity design for a frame in seismic area, Eurocode 8 imposes to have full st...
This paper presents a research on an innovative stiffened extended end-plate joint, used to connect ...
Nowadays, prequalification criteria for steel beam-to-column joints in seismic resistant systems are...
The analysis and modelling of the ultimate behaviour of beam-to-column connections is certainly one ...
Dual-steel structural systems represent an innovation in seismic design in Europe. This type of stru...
Steel joints for moment resisting frames in seismic areas are designed in accordance with the capaci...
International audienceIn the design of moment resisting frames under severe seismic action the dissi...
Joints are crucial zones for the transfer internal forces effectively between the connecting element...
The analysis and modelling of the ultimate behaviour of the beam to column connections is certainly ...
The use of supplementary dissipative devices is an effective design strategy to improve the seismic ...
As a result of a world-wide intensive research activity, a new design concept for structural moment ...
In the seismic design of steel frames, beam-to-column joints can be designed either as full strength...
In the case of steel Moment Resisting Frames (MRFs), the adoption of beam-to-column joints equipped ...
peer reviewedAccording to Eurocode 8, earthquake resistant steel building frames shall be designed f...
peer reviewedAbstract: According to EN 1998-1, the seismic design of steel structures is based on th...
When considering the capacity design for a frame in seismic area, Eurocode 8 imposes to have full st...
This paper presents a research on an innovative stiffened extended end-plate joint, used to connect ...
Nowadays, prequalification criteria for steel beam-to-column joints in seismic resistant systems are...
The analysis and modelling of the ultimate behaviour of beam-to-column connections is certainly one ...
Dual-steel structural systems represent an innovation in seismic design in Europe. This type of stru...
Steel joints for moment resisting frames in seismic areas are designed in accordance with the capaci...
International audienceIn the design of moment resisting frames under severe seismic action the dissi...
Joints are crucial zones for the transfer internal forces effectively between the connecting element...
The analysis and modelling of the ultimate behaviour of the beam to column connections is certainly ...
The use of supplementary dissipative devices is an effective design strategy to improve the seismic ...
As a result of a world-wide intensive research activity, a new design concept for structural moment ...
In the seismic design of steel frames, beam-to-column joints can be designed either as full strength...
In the case of steel Moment Resisting Frames (MRFs), the adoption of beam-to-column joints equipped ...