Axial compressive behavior of reinforced concrete-filled stainless steel tube (RCFSST) stub columns: Experimental research

Q Qiao, J Li, B Mou, W Cao - Journal of Building Engineering, 2021 - Elsevier
In this study, an innovative reinforced concrete-filled stainless steel tube (RCFSST) column
is proposed. A total of twenty-two specimens, including eighteen RCFSST stub columns and …

Seismic behavior of a novel beam to reinforced concrete-filled steel tube column joint

B Mou, X Liu, Z Sun - Journal of Constructional Steel Research, 2021 - Elsevier
This paper presents an experimental investigation of a novel beam to reinforced concrete-
filled steel tube (RCFST) column joint. Four beam-to-RCFST-column specimens, varying …

Enhancement of seismic behaviour of precast beam-to-column joints using engineered cementitious composite

HH Ghayeb, NHR Sulong, HA Razak, KH Mo - Engineering Structures, 2022 - Elsevier
Seismic activities can cause considerable damage to the integrity of the reinforced concrete
and precast concrete structures, particularly in the beam-to-column joints. This article …

Connection behavior of CFST column-to-beam joint implanted by steel rebars under cyclic loading

B Mou, Y Li, Q Qiao - Engineering Structures, 2021 - Elsevier
Based on the cyclic loading of four concrete-filled steel tube (CFST) column-to-beam joints
implanted by steel rebars, the paper studies the effects of different sectional sizes of middle …

Cyclic behavior of self-centering RCFST column to beam joints with prefabricated connectors

Y Liu, X Yan, R He, B Mou - Journal of Constructional Steel Research, 2024 - Elsevier
This paper presents the cyclic behavior of reinforced concrete-filled steel tube (RCFST)
column to beam joint with prefabricated connectors. The cyclic performance of four …

Nonlinear parametric assessment of modular prefabricated steel-reinforced concrete composite column subjected to earthquake loading

C Wu, S Chen, B Mou, L Liu, J Liu, J Zhang - Journal of Building …, 2023 - Elsevier
This study is intended to propose a novel bolted off-site connection for prefabricated steel-
reinforced concrete composite (PSRC) column to overcome significant problems involved in …

Seismic performance of beam-column connections with welded upper flange and bolted lower flange

Y Yu, A Zhang, W Pan, B Mou, X Liu - Journal of Constructional Steel …, 2021 - Elsevier
In a prefabricated steel structure, excellent seismic performance of the beam-column joint
provides a guarantee for the overall stability of the structure. A new beam-column joint differs …

Cyclic behavior of column-to-column connections in novel prefabricated H-shaped steel beam to CFST column joint

J Li, B Mou, Z Wang - Journal of Constructional Steel Research, 2023 - Elsevier
This paper presents a novel form of prefabricated H-shaped steel beam to concrete-filled
steel tubular (CFST) column joints. The behavior of such novel beam-to-column joints was …

Experimental and finite element analysis of modular prefabricated composite beam-column interior joints

C Wu, Y Zhou, J Liu, B Mou, J Shi - Journal of Building Engineering, 2021 - Elsevier
This contribution presents quasi-static tests of three modular prefabricated composite beam-
column interior joints (MPCIJs), analyzing the strain distribution, ductility, energy …

Cyclic testing on prefabricated joints for steel beam to concrete-filled steel tubular column

B Mou, X Liu, F Wang, H Xiao - Journal of Constructional Steel Research, 2022 - Elsevier
Prefabricated structures have recently been employed in building construction with their
better operability, high quality and environmental friendliness. This paper investigates the …