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 …

[HTML][HTML] 可更换延性耗能连接组件的钢框架节点抗震性能研究

王萌, 柯小刚, 吴照章 - 工程力学, 2018 - pubs.cstam.org.cn
为满足高烈度, 高人口密度地区对高延性和高耗能能力装配式钢结构的迫切需求,
采用高性能低屈服点钢材代替传统钢材来制作钢框架节点连接组件, 利用高强度螺栓与主体结构 …

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 …

基于刚度和位移带可更换构件RCS 混合框架结构抗震设计方法.

门进杰, 霍文武, 兰涛, 雷梦珂… - Engineering Mechanics …, 2021 - search.ebscohost.com
带可更换构件的RCS 混合框架结构作为一种新型的可恢复功能结构, 其抗震设计方法尚不明确.
基于其结构受力特性及现行抗震规范中性能水准的划分, 提出了正常使用, 耗能构件可更换 …

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 …