Seismic design of bolted connections in steel structures—a critical assessment of practice and research

T Ribeiro, L Bernardo, R Carrazedo, D De Domenico - Buildings, 2022 - mdpi.com
The importance of connections in steel structures is paramount, not only because it greatly
influences the cost of construction and provides room for innovations, but also due to the …

Lateral load behavior of self-centering frame with Y-eccentrically braced substructure: An experiment and numerical analysis

J Xiong, M Xiong, Y Liu, X Li, S Hu - KSCE Journal of Civil Engineering, 2024 - Springer
A novel self-centering frame with Y-eccentrically braced structure (SC-YEBFs) has been
proposed in this paper to solve the problem that the storey drift of structure may exceed the …

Seismic response of resilient steel frame with self-centering SMA brace

S Hu, L Chang, B Zhang, S Zeng, F Tang… - International Journal of …, 2023 - Springer
An innovative self-centering shape memory alloy (SMA) brace aiming at improving the
seismic performance and self-centering capacity of steel frame structures is proposed in this …

Response modification factor and displacement amplification factor of Y-shaped eccentrically braced high-strength steel frames

L Shen, L Rong-Rong, W De-Fa, P Xiu-Zhen… - International Journal of …, 2021 - Springer
A Y-shaped eccentrically braced high-strength steel frame is a novel structure. For such
structure to exhibit good plastic deformation ability under severe earthquake, the links are …

Seismic performance of very short links in eccentrically braced substructures

X Ma, X Zhang, S Zhang, G Zhao, B Dong - Journal of Constructional Steel …, 2024 - Elsevier
Research on the seismic performance of eccentrically braced hybrid frames indicates that
utilizing very short links can enhance structural stiffness and load capacity. However, there is …

Effect of Loading Rate and Initial Strain on Seismic Performance of an Innovative Self-Centering SMA Brace

Y Jia, B Zhang, S Zeng, F Tang, S Hu, W Chen - Materials, 2022 - mdpi.com
In order to improve the energy dissipation capacity and to reduce the residual deformation of
civil structures simultaneously, this paper puts forwards an innovative self-centering shape …

Lateral Load Behavior Analysis of a Novel Self-Centering Y-Eccentrically Braced Frames with Slip Connection Shear Link

M Xiong, S Hu, X Li, X Lin, J Xiong - International Journal of Steel …, 2024 - Springer
Reducing residual deformation of shear links and enhancing structural self-centering
performance are two effective strategies to optimize the seismic resilience of Y-eccentrically …

[PDF][PDF] 偏心支撑框架上连杆合梁

LC BEAM, EB FRAME - 西南交通大学学报 - researchgate.net
摘要偏心支撑框架上的长链节的性能低于短链节和中间链节. 由于弯矩的影响,
长链节的失效比短链节和中链节的失效更快, 弯矩在链节末端比剪力更占主导地位 …

BEHAVIOR OF THE LINK COUPLING BEAM ON THE ECCENTRICALLY BRACED FRAME

J Musbar, A Muhyi, K Miswar, H Munardy… - Journal of Southwest …, 2023 - jsju.org
Long links on eccentrically braced frames (EBF) have lower performance than short and
intermediate links. Failure of long links occurs faster than that of short and medium links due …

[HTML][HTML] Seismic performance of X-Braced Frame with Rubber-Fuse Damper (XBF-RFD)

P Nouri, M Bastami - Bulletin of Earthquake Science and Engineering, 2022 - bese.ir
As one of the most common lateral load-resisting systems, X-braced Frames have low
energy dissipation. In this study, performance of a new energy dissipation system in X-brace …