Theoretical analysis on the lateral drift of precast concrete frame with replaceable artificial controllable plastic hinges

H Huang, M Li, Y Yuan, H Bai - Journal of Building Engineering, 2022 - Elsevier
This research proposed a calculation method for the deformation of the frame system with
the artificial controllable plastic hinges (APHF). The lateral deformation amplification …

Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms

AL Zhang, H Zhang, Z Jiang, C Li, X Liu - Journal of Constructional Steel …, 2020 - Elsevier
With the aim of damage control, a new earthquake-resilient prefabricated column-flange
beam-column joint (PCFBCJ) had been presented for the connection between column …

Experimental study on earthquake-resilient prefabricated cross joints with L-shaped plates

Z Jiang, C Dou, A Zhang, Q Wang, Y Wu - Engineering Structures, 2019 - Elsevier
Earthquake-resilient functionality has become a leading issue in seismic engineering, and
as an important component of earthquake-resilient, cross joints have become a research …

Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint

AL Zhang, SH Li, ZQ Jiang, H Fang, C Dou - Engineering Structures, 2017 - Elsevier
Prefabricated steel structure systems have become a new trend in the development of steel
structures. In particular, earthquake-resilient steel structures have become a hot issue in the …

Damage control mechanism and seismic performance of a steel moment connection with replaceable low-yield-point steel double T-stub fuses

M Wang, K Dong, M Liu - Thin-Walled Structures, 2020 - Elsevier
To achieve a damage-controllable and earthquake-resilient steel frame with more feasible
and simple dissipative devices, an innovative steel moment-resisting connection with bolted …

Study on seismic behavior and design method of dissipative bolted joint for steel frame with replaceable low yield point steel connected components

M Wang, P Bi - Construction and Building Materials, 2019 - Elsevier
In order to improve the energy dissipation capacity and ductility of steel frame structures, and
simultaneously to achieve damage control of the system and quick resilience of structural …

Experimental study on mechanical behavior and resilient performance of steel frame connection with low-yield-point steel fuses

Y Guo, M Wang - Engineering Structures, 2022 - Elsevier
In order to avoid the brittle failure of welded region at the beam-column connection of steel
frame under strong earthquake action and achieve resilient objective, the steel frame …

Experimental research on the seismic and repair performance of steel beam-column joint with replaceable bio-inspired hinge

YJ Yuan, AH An, WD Wang, YL Shi, ZH He - Journal of Constructional Steel …, 2024 - Elsevier
A novel steel beam-column joint with a replaceable bio-inspired hinge (RBHJ) was
developed to simplify the prefabricated beam-column joint structure in this paper. The …

Simplified restoring force model of earthquake-resilient prefabricated column foot joint with lateral force-resisting energy-consuming device

ZQ Jiang, XF Yang, AL Zhang, XS Hua, XC Liu - Structures, 2023 - Elsevier
Achieving controlled damage and earthquake resilience of column foot joints is the key to
improving the overall performance of the structure. Besides, the restoring force model of the …

Performance indices and fragility assessment of steel frame structure with bolted low-yield-point steel connection components

M Wang, C Zhang - Structures, 2023 - Elsevier
A resilient steel frame structure equipped with replaceable ductile and energy-dissipative
connection components was developed in this study. Connective components, such as …