Reinforced moment‐resisting glulam bolted connection with coupled long steel rod with screwheads for modern timber frame structures

Z Shu, B Ning, J Chen, Z Li, M He… - … & Structural Dynamics, 2023 - Wiley Online Library
Currently, there is no “timber moment frame structural system,” as the basic glulam beam‐to‐
column connections (usually represented by the bolted connections with slotted‐in steel …

Self-centering mass timber structures: A review on recent research progress

F Chen, M Li, Z Li - Engineering Structures, 2024 - Elsevier
In the last two decades, mass timber structures have gained popularity in mid-rise or tall
building applications worldwide. For timber buildings in seismic regions, it is critical to …

Combinatorial design and flexural behavior of laminated bamboo–timber​ composite beams

S Chen, Y Wei, M Ding, K Zhao, K Zheng - Thin-Walled Structures, 2022 - Elsevier
The use of bio-based building materials can reduce the pressure on the environment. As bio-
based materials, timber and bamboo can be combined to produce excellent building …

Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing

L Huang, B Zeng, Z Zhou, W Zhang, Y Wei… - Soil Dynamics and …, 2023 - Elsevier
This study comprehensively studied the bolt bearing behavior on the influence of friction
based self-centering prestressed concrete (SCPC) frames. Based on the mechanism and …

Experimental investigation on self-centering steel-timber hybrid beam-column connections

Z Li, F Chen, M He, W Long, J Ou… - Journal of Structural …, 2023 - ascelibrary.org
Self-centering heavy timber frames rely on the self-centering beam-column timber
connections to limit damage and provide the recentering capability. However, low …

[HTML][HTML] Investigation of the effect of pre-tightening forces on bolted connection for FRP-steel joints

J Liu, T Guo, Y Wei, L Wang, X Zou - Case Studies in Construction …, 2023 - Elsevier
This paper experimentally and numerically investigates the effect of pre-tightening forces on
bolted connection for double-lap FRP-steel joints, considering varied levels of pre-tightening …

Assessment of the seismic behavior of self-centering eccentrically braced frames with vertical link-beam

FR Rofooei, M Soleimani - Structures, 2023 - Elsevier
Conventional eccentric braced frames often sustain large residual deformations and
significant damages after strong earthquakes which may lead to heavy damages or even …

Experimental study on seismic performance of precast concrete frame with replaceable energy-dissipating connectors

C Li, J Wu, J Zhang, C Tong - Engineering Structures, 2021 - Elsevier
A precast concrete frame with replaceable energy-dissipating connectors (REDC-PCF) is
proposed in this paper. The replaceable energy dissipating connectors (REDCs) are …

Evaluation of seismic response of server cabinets through shaking table tests

X Zhang, Z Li, G Sun, P Zhang, H Zuo, Q Shang… - Engineering …, 2024 - Elsevier
Telecommunication system is one of the critical lifeline systems for national life and post-
earthquake emergency response. Telecommunication equipment is the necessary …

Self-centering shape memory alloy-viscoelastic hybrid braces for seismic resilience

ZX Zhang, Y Ping, X He - Materials, 2022 - mdpi.com
This paper presents a novel type of hybrid self-centering braces incorporating tension-only
superelastic NiTi shape memory alloy (SMA) cables and integrated viscoelastic dampers …