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Analysis Behavior of Openings on Full-Size Cross-Laminated Timber (CLT) Frame Shear Walls Tested Monotonically

Analysis Behavior of Openings on Full-Size Cross-Laminated Timber (CLT) Frame Shear Walls Tested Monotonically

Walls, as components of the lateral-force‐resisting system of a building, are defined as shear walls. Dr. Rudi Dungani and his colleagues determine the behavior of shear wall panel cross-laminated-timber-based mangium wood (CLT-mangium) in earthquake-resistant prefabricated houses. The earthquake performance of CLT mangium frame shear walls panels has been studied using monotonic tests. The shear walls were constructed using CLT-mangium with various design patterns. Shear wall testing was carried out using a racking test, and seismic force calculations were obtained using static equivalent earthquake analysis. CLT-mangium sheathing installed horizontally (straight sheathing) is relatively weak compared to the diagonal sheathing, but it is easier and more flexible to manufacture. The diagonal sheathing type is stronger and stiffer because it has triangulation properties, such as truss properties, but is more complicated to manufacture (less flexible).

Article Citation:
Dungani, R., Sulistyono, Karliati, T., Suhaya, Y., Malik, J., Alpian, Supriyati, W. (2023).Analysis Behavior of Openings on Full‐Size Cross‐Laminated Timber (CLT) Frame Shear Walls Tested Monotonically. Forests. 14, 97. https://doi.org/10.3390/f14010097 

Image (first page):
Dr. Rudi Dungani Profile Picture (Source: https://sith.itb.ac.id/dr-rudi-dungani/)
Dr. Tati Karliati Profile Picture (Source: https://sith.itb.ac.id/dr-tati-karliati/)
Dr. Yoyo Suhaya Profile Picture (Source: https://sith.itb.ac.id/dr-yoyo-suhaya/)
Forests Journal Cover (Source: https://www.mdpi.com/journal/forests)
https://www.canva.com/

Profile of Dr. Rudi Dungani:
https://sith.itb.ac.id/dr-rudi-dungani/
Profile of Dr. Tati Karliati:
https://sith.itb.ac.id/dr-tati-karliati/
Profile of Dr. Yoyo Suhaya:
https://sith.itb.ac.id/dr-yoyo-suhaya/

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