How the decayed straight mortise-tenon joints influence the seismic performance of ancient timber building? Evidence from experiment scenarios of the benchmark wood frames
| Autor: | Lizhong Jiang, Shengcai Li, Qian-Jiu Li, W. S. King, Hongzhen Luo, Ling-kun Chen |
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| Rok vydání: | 2020 |
| Předmět: |
Scale (ratio)
business.industry Mortise and tenon General Engineering 020101 civil engineering 02 engineering and technology Structural engineering Dissipation Edge (geometry) 0201 civil engineering 020303 mechanical engineering & transports Stiffness degradation 0203 mechanical engineering Benchmark (surveying) General Materials Science Reduction (mathematics) business Geology |
| Zdroj: | Engineering Failure Analysis. 116:104685 |
| ISSN: | 1350-6307 |
| DOI: | 10.1016/j.engfailanal.2020.104685 |
| Popis: | This paper focuses on the effect of the decay damage of the ancient timber building (ATB) with the one-way straight mortise-tenon (OWSMT) joints on the seismic performance of the wood frame (WF). The artificial damage simulation method was used to consider the varying degrees of damage to OWSMT joints considering the damage depth and surface damage of the mortise. Three damaged WFs with three different joints damage and a non-damaged WF were made according to the Song Dynasty's Construction Formula. The scale of reduction was 1:3.52. Moreover, they have carried out low-cycle loading tests on the four WFs, compared and analyzed the strain variation characteristics at the edge of the OWSMT joints. Besides, the study discussed the hysteretic features, stiffness degradation, and energy dissipation capacity of the WF. The results show that the damage depth of mortise has a more significant impact on the seismic performance of the WF. |
| Databáze: | OpenAIRE |
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