Add to ORKG2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, 199
This study investigates seismic response of the Moment-Resisting-Steel Frames (MRSF) with the archit...
Europ. Workshop on the Seismic Behaviour of Asymmetric and Setback Structures, Anacapri, October 4-...
The response of steel moment frames is estimated by first considering that the mass matrix is the co...
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
PROCEEDINGS OF THE INTERN. WORKSHOP ON SEISMIC DESIGN METHODOLOGIES FOR THE NEXT GENERATION OF CODES...
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
Nowadays, moment-resisting steel frames are one of the most attractive typologies of structural syst...
Current seismic codes are based on force-controlled design or capacity design, using the base shear ...
Nowadays, moment-resisting steel frames are one of the most attractive typologies of structural sys...
Existing seismic codes are based on force-controlled design or capacity design, using the base shear...
According to current seismic codes the structures are calculated using the capacity design procedure...
The present paper deals with the seismic behaviour of steel structures which are designed in the att...
Structural design in seismic areas could be based on either dissipative or non-dissipative concepts,...
SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...
This study investigates seismic response of the Moment-Resisting-Steel Frames (MRSF) with the archit...
Europ. Workshop on the Seismic Behaviour of Asymmetric and Setback Structures, Anacapri, October 4-...
The response of steel moment frames is estimated by first considering that the mass matrix is the co...
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
PROCEEDINGS OF THE INTERN. WORKSHOP ON SEISMIC DESIGN METHODOLOGIES FOR THE NEXT GENERATION OF CODES...
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
Nowadays, moment-resisting steel frames are one of the most attractive typologies of structural syst...
Current seismic codes are based on force-controlled design or capacity design, using the base shear ...
Nowadays, moment-resisting steel frames are one of the most attractive typologies of structural sys...
Existing seismic codes are based on force-controlled design or capacity design, using the base shear...
According to current seismic codes the structures are calculated using the capacity design procedure...
The present paper deals with the seismic behaviour of steel structures which are designed in the att...
Structural design in seismic areas could be based on either dissipative or non-dissipative concepts,...
SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...
This study investigates seismic response of the Moment-Resisting-Steel Frames (MRSF) with the archit...
Europ. Workshop on the Seismic Behaviour of Asymmetric and Setback Structures, Anacapri, October 4-...
The response of steel moment frames is estimated by first considering that the mass matrix is the co...