Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings
To study the seismic performance of wood frame structures filled with light wood shear walls, three full-size single-layer single span wooden frame structures with infill walls were designed and manufactured. The beams and columns were connected by mortise-tenon joints, and quasi-static tests were c...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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North Carolina State University
2024-03-01
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| Series: | BioResources |
| Subjects: | |
| Online Access: | https://ojs.cnr.ncsu.edu/index.php/BRJ/article/view/23371 |
| _version_ | 1797224562577899520 |
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| author | Deshan Yang Zhongfan Chen |
| author_facet | Deshan Yang Zhongfan Chen |
| author_sort | Deshan Yang |
| collection | DOAJ |
| description | To study the seismic performance of wood frame structures filled with light wood shear walls, three full-size single-layer single span wooden frame structures with infill walls were designed and manufactured. The beams and columns were connected by mortise-tenon joints, and quasi-static tests were conducted on the specimens under reversed cyclic load. The failure modes and load-displacement hysteresis performance of structures with door opening infill wall, window opening infill wall, and solid infill wall were investigated. The seismic performance was analyzed using indicators such as strength, ductility, and equivalent viscous damping ratio. The failure modes of light wood frame filling walls were the tearing of sheathing panel and the failure of nail connections. The filled wall with the opening initially exhibited inclined cracks at the corner of the opening, and then they extended to the periphery. Compared with the solid filled wall, the positive and negative bearing capacity of the structure with door opening decreased, and that of the structure with window opening decreased also. Because the specimens with opening in the filled wall were more conducive to the deformation of the structure when the bearing capacity was not significantly reduced, the ductility of the specimen with door opening was the highest. |
| first_indexed | 2024-04-24T13:55:06Z |
| format | Article |
| id | doaj.art-cc6f5fe10c794766a0d985cdc4125e5e |
| institution | Directory Open Access Journal |
| issn | 1930-2126 |
| language | English |
| last_indexed | 2024-04-24T13:55:06Z |
| publishDate | 2024-03-01 |
| publisher | North Carolina State University |
| record_format | Article |
| series | BioResources |
| spelling | doaj.art-cc6f5fe10c794766a0d985cdc4125e5e2024-04-03T18:58:07ZengNorth Carolina State UniversityBioResources1930-21262024-03-01192291629341625Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with OpeningsDeshan Yang0Zhongfan Chen1Key Laboratory of Concrete and Pre-stressed Concrete Structures of the Ministry of Education, Southeast University, 02, Southeast University Road, Nanjing 211189 P.R. China; School of Civil Engineering, Southeast University, 02, Southeast University Road, Nanjing 211189 P.R. China; China-Pakist Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast University, 02, Sipailou, Nanjing 210096 P.R. ChinaKey Laboratory of Concrete and Pre-stressed Concrete Structures of the Ministry of Education, Southeast University, 02, Southeast University Road, Nanjing 211189 P.R. China; School of Civil Engineering, Southeast University, 02, Southeast University Road, Nanjing 211189 P.R. China; China-Pakist Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast University, 02, Sipailou, Nanjing 210096 P.R. ChinaTo study the seismic performance of wood frame structures filled with light wood shear walls, three full-size single-layer single span wooden frame structures with infill walls were designed and manufactured. The beams and columns were connected by mortise-tenon joints, and quasi-static tests were conducted on the specimens under reversed cyclic load. The failure modes and load-displacement hysteresis performance of structures with door opening infill wall, window opening infill wall, and solid infill wall were investigated. The seismic performance was analyzed using indicators such as strength, ductility, and equivalent viscous damping ratio. The failure modes of light wood frame filling walls were the tearing of sheathing panel and the failure of nail connections. The filled wall with the opening initially exhibited inclined cracks at the corner of the opening, and then they extended to the periphery. Compared with the solid filled wall, the positive and negative bearing capacity of the structure with door opening decreased, and that of the structure with window opening decreased also. Because the specimens with opening in the filled wall were more conducive to the deformation of the structure when the bearing capacity was not significantly reduced, the ductility of the specimen with door opening was the highest.https://ojs.cnr.ncsu.edu/index.php/BRJ/article/view/23371light wood infill wall with openingtimber framefull-scale quasi-static experimenthysteretic behaviorductility |
| spellingShingle | Deshan Yang Zhongfan Chen Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings BioResources light wood infill wall with opening timber frame full-scale quasi-static experiment hysteretic behavior ductility |
| title | Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings |
| title_full | Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings |
| title_fullStr | Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings |
| title_full_unstemmed | Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings |
| title_short | Seismic Performance of Light Wood Shear Wall Infilled Timber Frame Structures with Openings |
| title_sort | seismic performance of light wood shear wall infilled timber frame structures with openings |
| topic | light wood infill wall with opening timber frame full-scale quasi-static experiment hysteretic behavior ductility |
| url | https://ojs.cnr.ncsu.edu/index.php/BRJ/article/view/23371 |
| work_keys_str_mv | AT deshanyang seismicperformanceoflightwoodshearwallinfilledtimberframestructureswithopenings AT zhongfanchen seismicperformanceoflightwoodshearwallinfilledtimberframestructureswithopenings |