Investigation on the hysteretic performance of tubular lead-column laminated rubber damper

Introduction To improve the engineering applicability of lead-core dampers and enhance their self-centering performance, the tubular lead-column laminated rubber damper (TL-CLRD) is proposed. Methods First, considering the confined behavior of lead materials and structural assembly requirements, a sealed design combining laminated rubber layers and an outer casing is adopted, alongside a modular configuration. Cyclic loading tests are then conducted on damper specimens to obtain their hysteretic response characteristics. Subsequently, a numerical model of the damper is established to simulate the experimental process. Based on this model, a parametric analysis is performed to systematically investigate the effects of guide rod diameter, lead column height, and laminated rubber layer height on the hysteretic behavior of the damper. Results The results show that the proposed damper exhibits stable and effective hysteretic performance. The overall hysteretic response demonstrates a clear bilinear characteristic, with the equivalent viscous damping ratio consistently stabilizing in the range of 20%–26%. Discussion The lead column height and guide rod dimensions have a significant influence on the hysteretic behavior of the damper, providing a reliable reference for the optimal design and practical engineering application of such self-centering devices.

Authors

Institutions

Publication Details

Journal
Frontiers in Built Environment
Published
2026-04-01
DOI
https://doi.org/10.3389/fbuil.2026.1812145
Primary Topic
Vibration Control and Rheological Fluids
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Investigation on the hysteretic performance of tubular lead-column laminated rubber damper

Dongsheng Zhai, Zhengwu Zhu, Haonan Tian, Xiangwei Meng et al.
Frontiers in Built Environment
Vibration Control and Rheological Fluids
article

Investigation on the hysteretic performance of tubular lead-column laminated rubber damper

Dongsheng Zhai, Zhengwu Zhu, Haonan Tian, Xiangwei Meng, Hui Luo
article en

Abstract

Introduction To improve the engineering applicability of lead-core dampers and enhance their self-centering performance, the tubular lead-column laminated rubber damper (TL-CLRD) is proposed. Methods First, considering the confined behavior of lead materials and structural assembly requirements, a sealed design combining laminated rubber layers and an outer casing is adopted, alongside a modular configuration. Cyclic loading tests are then conducted on damper specimens to obtain their hysteretic response characteristics. Subsequently, a numerical model of the damper is established to simulate the experimental process. Based on this model, a parametric analysis is performed to systematically investigate the effects of guide rod diameter, lead column height, and laminated rubber layer height on the hysteretic behavior of the damper. Results The results show that the proposed damper exhibits stable and effective hysteretic performance. The overall hysteretic response demonstrates a clear bilinear characteristic, with the equivalent viscous damping ratio consistently stabilizing in the range of 20%–26%. Discussion The lead column height and guide rod dimensions have a significant influence on the hysteretic behavior of the damper, providing a reliable reference for the optimal design and practical engineering application of such self-centering devices.

Frontiers in Built EnvironmentVol. 12
Shihezi University (CN), Huazhong University of Science and Technology (CN)
Key Technologies Research and Development Program
Openalex Percentile: Top 34%
Vibration Control and Rheological Fluids
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.