The State-of-the-art review on development of replaceable fuse components in resilient moment resisting frame

M Pratap, GR Vesmawala - Structures, 2023 - Elsevier
The current study is consistent with the ongoing research on constructing resilient structures
by restricting damage inside replaceable components at expected locations employed in …

Seismic performance of full-scale self-centering reinforced concrete beam-column joints: experimental, numerical and theoretical analysis

Z Wu, X Lu, L Li, H Bao, Z Lu, K Yu - Journal of Building Engineering, 2023 - Elsevier
A reinforced concrete (RC) frame system with a self-centering joint connected with post-
tensioned (PT) tendons and bolted angles was developed to overcome the limitations of …

Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading

Z Li, Y Qi, J Teng - Engineering Structures, 2020 - Elsevier
In this study, a novel prefabricated beam-to-column steel joint suitable for precast concrete
structures was developed. The proposed steel joint with dampers could replace cast-in-situ …

Post-fire hysteretic and low-cycle fatigue behaviors of Q345 carbon steel

Y Guo, C Fang, Y Zheng - Journal of Constructional Steel Research, 2021 - Elsevier
A series of material tests are carried out to study the cyclic loading behavior of Q345 carbon
steel after fire. A total of 60 specimens are examined, which are heated to 500, 750 or 1000° …

Cyclic elastoplastic constitutive model for stainless steels compatible with multiple strengths

F Shi, D Wang, L Chen - Journal of Constructional Steel Research, 2023 - Elsevier
The application of stainless steel materials in civil engineering has begun to attract attention
over the last decade. Nevertheless, most studies of stainless steel structures still use the …

Explainable machine learning models for probabilistic buckling stress prediction of steel shear panel dampers

S Hu, W Wang, Y Lu - Engineering Structures, 2023 - Elsevier
Steel shear panel dampers are widely used as passive energy-dissipation devices in
earthquake-resistant structures. The out-of-plane buckling stress of the core plate included …

Experimental cyclic behavior and constitutive modeling of high strength structural steels

LT Hai, FF Sun, C Zhao, GQ Li, YB Wang - Construction and Building …, 2018 - Elsevier
High strength structural steels have recently achieved increasing application in civil and
structural engineering worldwide. For instance, the sony center tower located in Berlin were …

Seismic performance of steel frame with replaceable low yield point steel connection components and the effect of structural fuses

M Wang, C Zhang, Y Sun, K Dong - Journal of Building Engineering, 2022 - Elsevier
In the context of high quality development of construction industry and the construction of
resilient city, an innovative ductile and dissipative steel frame system with replaceable low …

[HTML][HTML] Experimental study and constitutive modelling of wire arc additively manufactured steel under cyclic loading

Z Wang, Y Hou, C Huang, Q Han, L Zong… - … of Constructional Steel …, 2024 - Elsevier
Wire arc additive manufacturing (WAAM) is an efficient and cost-effective method of metal
3D printing that is well suited to structural engineering applications. Fundamental test data …

Seismic performance of a novel prefabricated beam-to-column steel joint considering buckling behaviour of dampers

Y Qi, J Teng, Q Shan, J Ding, Z Li, C Huang, H Xing… - Engineering …, 2021 - Elsevier
A novel prefabricated beam-to-column steel joint (PSJ) for precast concrete structures was
proposed in this study. The joint had the advantages of easier to fabricate and more …