Seismic performance of joint between L-shaped CFST column and H-section beam with lower plate and extended flange plate

XC Liu, XT Wu, X Chen - Engineering Structures, 2022 - Elsevier
Bolted joints are widely used in beam-to-column joints in structures due to the advantages of
fast construction, convenient installation and disassembly, and resource conservation. A …

Seismic tests and nonlinear model of beam-CFDST column joints with blind fasteners

J Wang, W Wang, L Guo - Journal of Building Engineering, 2022 - Elsevier
In recent years, substantial research efforts have turned towards concrete filled double skin
steel tubular (CFDST) column due to its superior mechanical performance. However, an …

Seismic performance of bolted double-web T-stub connections with T-shaped steel column

XC Liu, YN Zhu, X Chen, YM Li - Journal of Constructional Steel Research, 2022 - Elsevier
Bolted connections are convenient for construction, but traditional bolted end-plate joints
require gaps for construction, which may cause construction difficulties and installation …

Improving the T-stub component behavior tied to a rigid base

R Khani, Y Hosseinzadeh, MH Asl - Journal of Constructional Steel …, 2023 - Elsevier
An improvement in the behavior of the T-stub component as the vital element in the bolted
connections is significant. Therefore, the present research aims to enhance the T-stub …

Double shear bolted bracket moment connections, part 2: Four-bolt configuration response evaluation

BM Abar, MS Ghobadi, RA Jazany - Journal of Constructional Steel …, 2020 - Elsevier
The design methodology of a new Double Shear Bolted Bracket (DSBB) moment connection
was introduced in Part I of this research. The DSBB connection is a bolted bracket …

Experimental performance of single blind-bolted CFST column connection under predominant shear loading

PP Debnath, TM Chan - Journal of Constructional Steel Research, 2022 - Elsevier
This paper presents experimental findings of ten full-scale blind-bolted concrete-filled steel
tubular (CFST) connection tests under predominant shear loading. Previous works show …

Experimental study on cyclic behavior of thread-fixed one-side bolts bolted endplate connection to strengthened concrete filled square steel tube with fixed thread …

M Cai, P Wang, W Zhang, M Liu, G Zhai, FZ Liu… - Journal of Building …, 2022 - Elsevier
This paper presented the experimental results of the Endplate Connection to Concrete Filled
square Steel Tube (ECCFST) with fixed thread length via Thread-fixed One-side Bolts …

Yield line patterns of T-stubs connected by thread-fixed one-side bolts under tension

Y Zhang, M Liu, Q Ma, Z Liu, P Wang, C Ma… - Journal of Constructional …, 2020 - Elsevier
Yield line patterns of T-stubs connected by thread-fixed one-side bolts (TFOSBs) are
investigated when they fail due to complete flange yielding under tension using finite …

Blind bolted moment connection to unfilled hollow section columns using extended T-stub with back face support

J Lee, HM Goldsworthy, EF Gad - Engineering Structures, 2011 - Elsevier
This paper presents the results of an experimental and analytical study into a new bolted
moment connection between unfilled hollow section columns and open section beams …

Experimental and theoretical investigation of self-tapping bolt core tube flange column connection of prefabricated steel structure

Y Zhang, Z Yang, Y Li, X Cheng, Z Huang - Engineering Structures, 2023 - Elsevier
This study proposes a column-column connection with self-tapping bolts, a core tube, flange
plates, and high-strength bolts for a prefabricated steel structure, which can avoid on-site …