Seismic design and performance of steel concentrically braced frame buildings with dissipative floor connectors
M Paronesso, DG Lignos - Earthquake Engineering & Structural …, 2022 - Wiley Online Library
This paper explores the use of sliding friction dampers (SFDs) as dissipative floor
connectors to mitigate higher mode effects and earthquake‐induced absolute acceleration …
connectors to mitigate higher mode effects and earthquake‐induced absolute acceleration …
Shaking table test of a 10‐story self‐centering tube building
Z Song, Y Zhou, Y Lu - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
The severe damage of conventionally designed buildings and consequent socioeconomic
impacts after major seismic events have spurred the development of self‐centering systems …
impacts after major seismic events have spurred the development of self‐centering systems …
Shaking table test and evaluation of a novel high-rise large span concrete cassette structure
This paper discusses the seismic performance of a novel high-rise large span concrete
cassette structure based on shaking table tests and finite element models (FEMs). A 1/8 …
cassette structure based on shaking table tests and finite element models (FEMs). A 1/8 …
Shaking table test and numerical simulation of a precast frame-shear wall structure with innovative untopped precast concrete floors
R Pang, Y Sun, Z Xu, K Xu, J Cui, L Dang - Engineering Structures, 2024 - Elsevier
An innovative discretely connected precast concrete floor (DCPCF) was presented, in which
the adjacent precast concrete hollow or sandwich flat slabs were connected by mechanical …
the adjacent precast concrete hollow or sandwich flat slabs were connected by mechanical …
Aseismic high-rise structure with visco-elastically connected shear-and flexural-subsystems
For a high-rise structure composed of a shear-and a flexural-type subsystem, its seismic
performance can be improved as the rigid link between the subsystems being replaced by a …
performance can be improved as the rigid link between the subsystems being replaced by a …
Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach
LF Aragaw, PM Calvi - Bulletin of Earthquake Engineering, 2020 - Springer
Reinforced concrete shear walls are widely used as lateral load resisting systems because
of their favorable characteristics that include high strength, stiffness, ductility and energy …
of their favorable characteristics that include high strength, stiffness, ductility and energy …
Design of RC joints equipped with hybrid trussed beams and friction dampers
The challenge of this research consists in the first attempt to apply a dissipative friction
connection to beam-to-column joints with semi-prefabricated Hybrid Steel-Trussed Concrete …
connection to beam-to-column joints with semi-prefabricated Hybrid Steel-Trussed Concrete …
Force-based design method for force-limiting deformable connections in earthquake-resistant buildings
G Tsampras, R Sause - Journal of Structural Engineering, 2022 - ascelibrary.org
This paper proposes a force-based design method for force-limiting deformable connections
that are used to transfer seismic-induced horizontal forces from the floor diaphragms in …
that are used to transfer seismic-induced horizontal forces from the floor diaphragms in …
Quasi-static and fatigue testing of earthquake-resilient steel joints with replaceable buckling-restrained links
This paper introduces the buckling-restrained concept into the design of traditional steel
beam-column joints to improve the seismic and resilience performance. The upper and …
beam-column joints to improve the seismic and resilience performance. The upper and …
Seismic performance of earthquake-resilient RC frames made with HSTC beams and friction damper devices
P Colajanni, L La Mendola, A Monaco… - Journal of Earthquake …, 2022 - Taylor & Francis
Seismic behavior of RC frames with hybrid steel-trussed concrete beams is affected by
panel zone damage due to a large amount of longitudinal reinforcement. Here the seismic …
panel zone damage due to a large amount of longitudinal reinforcement. Here the seismic …