Add to ORKGSTESSA 2000. Third International Conference, Montreal,Canada, 21 - 24 August 200
Typical steel moment-resisting frames (MRF) of six-storey buildings in Vancouver and Montreal were d...
Moment resisting frames are commonly used as the dominant mode of lateral resisting system in seismi...
A typical steel moment-resisting frame (MRF) of six stories was designed for three different provisi...
STESSA 2000. Third International Conference, Montreal,Canada, 21 - 24 August 200
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
The work herein presented is devoted to the development of a design procedure based on the combinati...
SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...
Steel moment resisting frames (MRFs) are drift-sensitive structures and their design is largely infl...
Recently developed steel self-centering moment-resisting frames (SC-MRFs) have been analytically and...
3rd European Conference on Steel Structures “Eurosteel” Coimbra 19-20 September 200
Reinforced concrete special moment frames are used as part of seismic force-resisting systems in bui...
© 2019 The authors. A method for preliminary design of reinforced-concrete frames to satisfy predefi...
PROCEEDINGS OF THE INTERN. WORKSHOP ON SEISMIC DESIGN METHODOLOGIES FOR THE NEXT GENERATION OF CODES...
The DiSTEEL research project has developed a set of practical performance-based design guidelines fo...
AbstractThis study presents an energy-based approach to the performance-based optimization of steel ...
Typical steel moment-resisting frames (MRF) of six-storey buildings in Vancouver and Montreal were d...
Moment resisting frames are commonly used as the dominant mode of lateral resisting system in seismi...
A typical steel moment-resisting frame (MRF) of six stories was designed for three different provisi...
STESSA 2000. Third International Conference, Montreal,Canada, 21 - 24 August 200
2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...
The work herein presented is devoted to the development of a design procedure based on the combinati...
SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...
Steel moment resisting frames (MRFs) are drift-sensitive structures and their design is largely infl...
Recently developed steel self-centering moment-resisting frames (SC-MRFs) have been analytically and...
3rd European Conference on Steel Structures “Eurosteel” Coimbra 19-20 September 200
Reinforced concrete special moment frames are used as part of seismic force-resisting systems in bui...
© 2019 The authors. A method for preliminary design of reinforced-concrete frames to satisfy predefi...
PROCEEDINGS OF THE INTERN. WORKSHOP ON SEISMIC DESIGN METHODOLOGIES FOR THE NEXT GENERATION OF CODES...
The DiSTEEL research project has developed a set of practical performance-based design guidelines fo...
AbstractThis study presents an energy-based approach to the performance-based optimization of steel ...
Typical steel moment-resisting frames (MRF) of six-storey buildings in Vancouver and Montreal were d...
Moment resisting frames are commonly used as the dominant mode of lateral resisting system in seismi...
A typical steel moment-resisting frame (MRF) of six stories was designed for three different provisi...