Hysteretic Behavior of Traditional Chinese Wooden Joints Reinforced with Nitrile Butadiene Rubber-Based Viscoelastic Dampers: Experimental Study and Simplified Simulation Method
The nitrile butadiene rubber-based viscoelastic damper (NVED) has been proven effective in improving the seismic performance of various types of structures. This study proposes to enhance the hysteretic behavior of traditional Chinese wooden joints using the NVED. The cyclic tests on the NVED are first conducted to derive their mechanical properties. Secondly, two configurations of the mortise-tenon joints are selected as the prototype models to fabricate four specimens, and the hysteretic loading tests are conducted on the specimens to derive their hysteretic behaviors. Comparisons are made between the models with and without the NVED to clarify its reinforcing effects. On the basis of the test results of the mortise-tenon joints and the NVED, a simplified simulation method is proposed to represent the joints with the NVED. The test results show that the installation of the NVED can remarkably improve the hysteretic performance of mortise-tenon joints throughout the entire loading process. Compared with the unreinforced joints, the bearing capacity and energy dissipation of the NVED-reinforced specimens can increase by approximately 40%, particularly under large deformation conditions. The proposed simplified simulation method, which adopts zero-length elements to simulate the rotational response of the joints and the NVED, can adequately capture the pinching effect as well as the stiffness and strength degradation of the NVED-reinforced mortise-tenon joint models.
Authors
- Ben Sha (ORCID: https://orcid.org/0009-0008-8131-4445)
- Yi Wang (ORCID: https://orcid.org/0000-0002-4727-1209)
- Libin Wang
- Zhibing Hu
Institutions
- Nanjing Forestry University (CN)
- Huaiyin Institute of Technology (CN)
Publication Details
- Journal
- Buildings
- Published
- 2026-05-29
- DOI
- https://doi.org/10.3390/buildings16112183
- Primary Topic
- Seismic Performance and Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China
- National Key Research and Development Program of China