Effect of composite slab and connection detail on cyclic behavior of steel beam-to-HSS column moment connections

J Jin, T Yan, T Nagae, T Okazaki, T Matsumiya… - Journal of Building …, 2024 - Elsevier
This paper investigates the effects of composite slabs and connection details on the cyclic
performance of steel beam-to-HSS column moment connections through advanced …

Cyclic behavior of metallic damper connected reinforced concrete beam-column joint with an opening in slab

C Wu, Q Zhang, W Huang, S Zhang, X Xu - Journal of Building Engineering, 2022 - Elsevier
The study proposes a solution of constructing the inevitable rectangular opening in the
reinforced concrete (RC) slab upon the metallic damper for the RC beam-column frame to …

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 …

Research on the seismic performance of novel side-plate reinforced beam-column composite joints

W Zhang, A Liu, Q Xiong, W Wu - Journal of Constructional Steel Research, 2024 - Elsevier
To determine the failure modes and seismic behavior of composite joint specimens with a
flush beam-flange side-plate (FBSP) connection, a bare steel beam joint specimen and two …

Flexural behavior of a novel high-strength RCFST column-to-column connection

B Mou, Y Li, F Wang, W Pan, Y Zhao - Thin-Walled Structures, 2021 - Elsevier
Brittle fracture is one of the principal disincentives to limit the use of ultrahigh-strength steels
in tall buildings. This paper proposes a novel column-to-column connection without full …

Experimental study on cyclic behavior of interior demountable beam-to-column composite joints having precast geopolymer concrete slab

A Alhamoud, A Ataei, HT Riahi - Journal of Constructional Steel Research, 2024 - Elsevier
Modern construction necessitates eco-friendly structures that minimize carbon dioxide
emissions and are designed for easy disassembly, facilitating the reuse of structural …

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 …