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Application of buckling-restrained braces to earthquake-resistant design of buildings: A review
Y Zhou, H Shao, Y Cao, EM Lui - Engineering Structures, 2021 - Elsevier
As an earthquake-resistant structural element, buckling-restrained brace (BRB) not only
adds strength and stiffness but provides excellent energy absorption capability to a structure …
adds strength and stiffness but provides excellent energy absorption capability to a structure …
[HTML][HTML] Development and seismic performance of precast rocking walls with multiple steel energy dissipaters
D Guan, Z Peng, Y Lin, J Liu, L Zhang - Case Studies in Construction …, 2023 - Elsevier
To enhance the repairability of lateral force resisting systems after earthquakes, a novel
precast rocking wall with multiple steel energy dissipaters (PRW-MED) was devised, and a …
precast rocking wall with multiple steel energy dissipaters (PRW-MED) was devised, and a …
Deformation and cyclic buckling capacity of external replaceable hysteretic dampers for unbonded post-tensioned precast concrete walls
LA Bedriñana, M Tani, M Nishiyama - Engineering Structures, 2021 - Elsevier
This paper proposes and validates a type of external replaceable hysteretic dampers to be
mainly applied to unbonded post-tensioned (UPT) precast walls. The main aim of the …
mainly applied to unbonded post-tensioned (UPT) precast walls. The main aim of the …
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation
Z Peng, D Guan, Y Zhang, Y Lin, J Liu - Journal of Structural …, 2024 - ascelibrary.org
To reduce the structural damage in mainshocks–aftershocks and improve the repair speed
after a mainshock, two types of controllable shape memory alloy (SMA) dampers (CSDs) …
after a mainshock, two types of controllable shape memory alloy (SMA) dampers (CSDs) …
Experimental study on the seismic performance of prestressed wood joints with buckling-restrained rods
Adding energy dissipaters to prestressed wood joints with reinforced beam-column
interfaces is the main way to improve their seismic performance. In this paper, three …
interfaces is the main way to improve their seismic performance. In this paper, three …
Hysteretic behavior of SMA energy dissipater with shape memory effect induced by heating recovery
The buckling restrained energy dissipater is one small axial yield type energy dissipation
device usually attached to the prefabricated structure to improve seismic performance. In this …
device usually attached to the prefabricated structure to improve seismic performance. In this …
Concept and behaviour of miniature bar-typed structural fuses with eccentricity
Miniature structural fuses made from round steel bars, have been increasingly investigated
and applied because they can be easily replaced and have a low cost. In this paper, a …
and applied because they can be easily replaced and have a low cost. In this paper, a …
Experimental study on bamboo-shaped buckling-retrained energy dissipater with different grades of steel
Buckling-restrained energy dissipaters are miniature energy dissipaters that constrain an
inner core through an outer tube and have been widely utilized to improve the seismic …
inner core through an outer tube and have been widely utilized to improve the seismic …
Deformation and cyclic behavior of partially-restrained energy dissipaters with yielding end connections
Abstract Partially-restrained Energy Dissipater (PED) is a metal hysteresis dissipative device
and exhibits an excellent low-cycle fatigue performance. Each PED typically consists of an …
and exhibits an excellent low-cycle fatigue performance. Each PED typically consists of an …
Steel rigid beam-to-column connections strengthened by buckling-restrained knee braces using round steel core bar dampers
T Munkhunur, H Tagawa, X Chen - Engineering Structures, 2022 - Elsevier
This paper presents an innovative application of buckling-restrained knee braces (BRKBs)
for spreading plasticity at the beam ends of rigid moment connections. A slender knee brace …
for spreading plasticity at the beam ends of rigid moment connections. A slender knee brace …