Experimental study on seismic performance of replaceable shear links with low-yield-point steel
Y Tong, M Wang - Journal of Constructional Steel Research, 2024 - Elsevier
Based on the design concept of controllable seismic damage during earthquakes and rapid
functional recovery after earthquakes, a replaceable shear link with low-yield-point steel was …
functional recovery after earthquakes, a replaceable shear link with low-yield-point steel was …
Topology optimization of vertical shear links in eccentrically braced frames
The inclusion of additive manufacturing (AM) in the construction industry has opened new
perspectives on the production of structural members. By coupling AM technologies with …
perspectives on the production of structural members. By coupling AM technologies with …
The effect of heat-affected zone on the cyclic backbone curve of I-shaped LYP steel links
AG Baderloo, G Pourmoosavi - Journal of the Brazilian Society of …, 2023 - Springer
The heat-affected zone (HAZ) created by welding is known to affect the failure mode of I-
shaped links due to the transformation of the microstructures of base metal by the localized …
shaped links due to the transformation of the microstructures of base metal by the localized …
Hysteretic behavior of steel-plate concrete wall-reinforced concrete slab joint based on mechanical splicing and welded splicing connections
Y Lei, Q Guo, Y Yu, J Zhang - Engineering Structures, 2025 - Elsevier
Improving economic efficiency is a primary objective in research and innovation endeavors
concerning the forthcoming generation of nuclear power plants succeeding the Hua-long …
concerning the forthcoming generation of nuclear power plants succeeding the Hua-long …
Development and Application of an Analytical Model for LYP Steel Shear Links in Eccentrically Braced Frames
A Ghadami, G Pourmoosavi - Arabian Journal for Science and Engineering, 2024 - Springer
Abstract Eccentrically Braced Frames (EBFs) equipped with steel shear links primarily
sustain large deformation demands through inelastic actions in the links, including yielding …
sustain large deformation demands through inelastic actions in the links, including yielding …
Improving the behavior of the CBF system using an innovative box section damper: Experimental and numerical study
In this study, an innovative shear damper made of a box section with an easily constructed
method, lower cost, and higher energy dissipation capacity compared to existing dampers …
method, lower cost, and higher energy dissipation capacity compared to existing dampers …
Overstrength and Rotation Capacity of Short and Very Short Links Made of ASTM A992 Steel and Subjected to AISC 341-22 Loading Protocol
A Ghadami, N Zare - Arabian Journal for Science and Engineering, 2024 - Springer
This paper aimed to investigate the cyclic performance of short and very short links made of
ASTM A992 steel in eccentrically braced frames. An extensive parametric study was …
ASTM A992 steel in eccentrically braced frames. An extensive parametric study was …
Mechanical Properties and Influence Factors of Ordinary Shear Links
S Hu, S Liu, S Zeng, T Shao - Buildings, 2024 - mdpi.com
The current specification requires the same limiting values of inelastic rotation and the
overstrength factor for shear links with a length ratio less than 1.6. However, recent studies …
overstrength factor for shear links with a length ratio less than 1.6. However, recent studies …
An experimental and numerical study on the innovative metallic box-section damper for improving the behavior of CBF systems
AN EXPERIMENTAL AND NUMERICAL STUDY ON THE INNOVATIVE METALLIC BOX-SECTION
DAMPER FOR IMPROVING THE BEHAVIOR OF CBF SYSTEMS Page 1 Journal of Science …
DAMPER FOR IMPROVING THE BEHAVIOR OF CBF SYSTEMS Page 1 Journal of Science …