Experimental Study on the Lateral Performance of Columns in Traditional Chinese Timber Structures
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3362-4_64
Reference9 articles.
1. Seo JM, Choi IK, Lee JR (1999) Static and cyclic behavior of wooden frames with tenon joints under lateral load. J Struct Eng 125(3):344–349
2. Li X, Zhao J, Ma G, Chen W (2015) Experimental study on the seismic performance of a double-span traditional timber frame. Eng Struct 98:141–150
3. Meng X, Li T, Yang Q, Wei J (2018) Seismic mechanism analysis of a traditional Chinese timber structure based on quasi-static tests. Struct Control Health Monit 25(10):e2245
4. Yeo SY, Komatsu K, Hsu MF, Chung YL, Chang WS (2018) Structural behavior of traditional Dieh-Dou timber main frame. Int J Architect Herit 12(4):555–577
5. Qu Z, Fu X, Kishiki S, Cui Y (2020) Behavior of masonry infilled Chuandou timber frames subjected to in-plane cyclic loading. Eng Struct 211:110449
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