Research on seismic behaviour of square steel tubular columns with deconstructable splice joints

J Fan, L Yang, Y Wang, H Ban - Journal of Constructional Steel Research, 2022 - Elsevier
In order to study the seismic performance of the square steel tubular column-to-column joints
with a novel blind bolted connection, five specimens were designed. One specimen was …

Numerical investigation of demountable CFST K-joints using blind bolts

D Jin, C Hou, L Shen, LH Han - Journal of Constructional Steel Research, 2019 - Elsevier
Reusing structural elements is an effective way to prompt sustainable development with
reduced energy consumption and gas emission. In current practice, steel members can be …

Seismic performance of thread-fixed one-side bolts bolted extended endplate connection to HSST column with internal strengthening components

M Cai, X Liu, Q Wang, H Gu, P Wang, Y Liu… - Journal of Building …, 2022 - Elsevier
This paper presents experimental results of the seismic performance of the Thread-fixed
One-side Bolts bolted Endplate Connection to Hollow Square Steel Tube column (TOBEC …

Experimental and numerical analysis of blind bolted moment joints to CFTST columns

J Wang, N Zhang, S Guo - Thin-Walled Structures, 2016 - Elsevier
Experiments and numerical analysis were conducted to investigate the mechanical behavior
of the blind bolted end plate joints to concrete-filled thin-walled steel tubular (CFTST) …

Shear performance of elliptical head one-sided bolt double-lapped joint with plug-in gasket

L Yang, L Zhu, M Wang, H Sun - Structures, 2024 - Elsevier
One-sided bolts are commonly used for bolted connections between closed section
members to address the issue of insufficient space for nut installation. Among them, the …

Proposed analytical models for bolted T-stubs to square hollow section column connection using thread-fixed one-side bolts under tension

Y Liu, L Sun, Y Zhang, L Liu, M Liu, P Wang… - Journal of Building …, 2022 - Elsevier
A total of ten tests on bolted T-stubs to square hollow section column (SHSC) connection
using thread-fixed one-side bolts (TOBs) were conducted. Four failure modes and the …

Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing

J Wang, H Zhang - Engineering Structures, 2017 - Elsevier
This paper aims to investigate seismic behavior and dynamic responses of semi-rigid
composite joints composed of steel-concrete composite beams and concrete-filled thin …

Seismic behavior of a novel blind bolted flush end-plate connection to strengthened concrete-filled steel tube columns

Y Wang, Z Wang, J Pan, P Wang - Applied Sciences, 2020 - mdpi.com
Modified blind bolts (Hollo-Bolt) and a locally strengthened steel tube column in the panel
zone were created to overcome the moment-resisting problem for the bolted connections …

Postfire Performance of Thread-Anchored Blind-Bolted Connection

Y You, Y Li, C Lin, P Wang, J Ye… - Journal of Structural …, 2023 - ascelibrary.org
The thread-anchored blind bolt (TBB) is anchored by a threaded bolt hole instead of a nut. It
can only be mounted from one side, providing an alternative method to build the square …

Mechanical performance of elliptical one-sided joints: Loading direction and bolt row effects

C Wan, Y Bai, C Ding, SY Kong - Journal of Constructional Steel Research, 2022 - Elsevier
This paper presents experimental and numerical investigations of shear performance of one-
sided single and multi-row bolted joints. This new type of one-sided bolts achieves one-side …