Simplified force-based seismic design procedure for linked column frame system
Dual structural systems with structural fuse such as linked column frame system (LCF) have
two main performances, including the resistance to lateral seismic loads and the proper …
two main performances, including the resistance to lateral seismic loads and the proper …
Seismic behavior of frames with innovative energy dissipation systems (FUSEIS1-2)
Modern seismic codes allow for inelastic deformations in dissipative zones during design
earthquakes, accepting damage to a certain extent in the relevant structural parts. In the …
earthquakes, accepting damage to a certain extent in the relevant structural parts. In the …
Development of repairability index for steel moment frames with post-tensioned self-centering connections
With regard to the effects of self-centering structural performance in reducing damages in the
event of an earthquake, in this study an attempt is made at developing a repairability index …
event of an earthquake, in this study an attempt is made at developing a repairability index …
Seismic performance of steel braced frames equipped with dissipative replaceable components
S Caprili, F Mattei, W Salvatore - Journal of Building Engineering, 2024 - Elsevier
The structural performance of steel braced frames equipped with a new typology of
dissipative replaceable components (called DRBrC) is analyzed and compared to the one of …
dissipative replaceable components (called DRBrC) is analyzed and compared to the one of …
[HTML][HTML] Seismic behavior of frames with innovative energy dissipation systems (FUSEIS 1-1)
After strong earthquakes conventional frames used worldwide in multi-story steel buildings
(eg moment resisting frames) are not well positioned according to reparability. Two …
(eg moment resisting frames) are not well positioned according to reparability. Two …
Computation of the repairability index of short buildings with rocking connections
M Bavandi, AS Moghadam… - Proceedings of the …, 2022 - icevirtuallibrary.com
Recently developed steel self-centring moment-resisting frames have been analytically and
experimentally validated as having the potential to eliminate structural damage under a …
experimentally validated as having the potential to eliminate structural damage under a …
Assessment of repairability index of building connections with posttensioned strands
Recently developed steel self-centering moment-resisting frames (SC-MRFs) have been
validated analytically and experimentally as having the potential to eliminate structural …
validated analytically and experimentally as having the potential to eliminate structural …
High-strength steel on dissipative elements in seismic resistant systems: Tests and simulations
S Avgerinou, I Vayas - Journal of Constructional Steel Research, 2020 - Elsevier
Seismic resistant steel structures have been designed for years in consideration of the
material's ductility and toughness as important factors determining its performance under …
material's ductility and toughness as important factors determining its performance under …
The influence pulse-like near-field earthquakes on repairability index of reversible in mid-and short-rise buildings
M Bavandi - International Journal of Nonlinear Sciences and …, 2024 - degruyter.com
Conventional earthquake-resistant systems, often experience inelastic behavior in a part of
the structure during a large earthquake and eventually causing residual deformation and …
the structure during a large earthquake and eventually causing residual deformation and …
Predicting Reduced Beam Section (RBS) Connection Performance in Steel Moment Frames
T Horton - 2021 - etheses.whiterose.ac.uk
Reduced Beam Section (RBS) connections are widely adopted within seismic design codes
for steel moment resistant frames. Accurate cyclic representations for RBS connections are …
for steel moment resistant frames. Accurate cyclic representations for RBS connections are …