[HTML][HTML] From model-driven to data-driven: A review of hysteresis modeling in structural and mechanical systems
Hysteresis is a natural phenomenon that widely exists in structural and mechanical systems.
The characteristics of structural hysteretic behaviors are complicated. Therefore, numerous …
The characteristics of structural hysteretic behaviors are complicated. Therefore, numerous …
Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames
This paper investigates the effect of the gravity framing system on the overstrength and
collapse risk of steel frame buildings with perimeter special moment frames (SMFs) …
collapse risk of steel frame buildings with perimeter special moment frames (SMFs) …
Machine learning-driven probabilistic residual displacement-based design method for improving post-earthquake repairability of steel moment-resisting frames using …
Owing to their sufficient ductility, conventional steel moment-resisting frames (MRFs) are
widely used as seismic-resistant systems in building structures. However, the ductile …
widely used as seismic-resistant systems in building structures. However, the ductile …
Rapid seismic damage-state assessment of steel moment frames using machine learning
The damage state assessment of buildings after an earthquake is an essential and urgent
task that typically requires significant manpower and time for the resilience of a city-scale …
task that typically requires significant manpower and time for the resilience of a city-scale …
Collapse performance of seismically isolated buildings designed by the procedures of ASCE/SEI 7
S Kitayama, MC Constantinou - Engineering Structures, 2018 - Elsevier
This article presents an analytical study of the seismic collapse performance of seismically
isolated buildings and comparable non-isolated buildings. The study is based on …
isolated buildings and comparable non-isolated buildings. The study is based on …
Full-scale testing of deep wide-flange steel columns under multiaxis cyclic loading: Loading sequence, boundary effects, and lateral stability bracing force demands
This paper discusses the findings from 10 full-scale steel column tests subjected to multiaxis
cyclic loading. The columns use deep wide-flange cross sections typically seen in steel …
cyclic loading. The columns use deep wide-flange cross sections typically seen in steel …
Shear behavior of panel zones in steel beam-to-column connections with unequal depth of outer annular stiffener
This paper presents an experimental investigation of the shear behavior of steel beam-to-
column connections with unequal depth of outer annular stiffener. The depth-to-thickness …
column connections with unequal depth of outer annular stiffener. The depth-to-thickness …
Analytical investigation of the cyclic behavior and plastic hinge formation in deep wide-flange steel beam-columns
This paper investigates the cyclic behavior of deep wide-flange sections, used as columns in
steel Special Moment Frames (SMFs), through detailed finite element (FE) analysis. A wide …
steel Special Moment Frames (SMFs), through detailed finite element (FE) analysis. A wide …
Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems
This paper investigates the seismic loss performances of mid-rise steel buildings adopting
different lateral force resisting systems. The considered lateral force resisting systems …
different lateral force resisting systems. The considered lateral force resisting systems …
Seismic performance of Eurocode‐compliant ductile steel MRFs
R Tartaglia, M D'Aniello… - Earthquake Engineering & …, 2022 - Wiley Online Library
Steel moment resisting frames (MRFs) are drift‐sensitive structures and their design is
largely influenced by code requirements to limit the lateral displacements and to control the …
largely influenced by code requirements to limit the lateral displacements and to control the …