Lateral performance of a semi-rigid timber frame structure: theoretical analysis and experimental study
Author:
Funder
Education Department of Henan Province
Publisher
Springer Science and Business Media LLC
Subject
Biomaterials
Link
http://link.springer.com/article/10.1007/s10086-018-1727-7/fulltext.html
Reference22 articles.
1. Wang MQ, Song XB, Gu XL, Zhang YF, Luo L (2016) Rotational behavior of bolted beam-to-column connections with locally cross-laminated glulam. J Struct Eng 141:04014121
2. He MJ, Zhao Y, Ma RL (2016) Experimental investigation on lateral performance of pre-stressed tube bolted connection with high initial stiffness. Adv Struct Eng 19:762–776
3. He MJ, Liu HF (2015) Comparison of glulam post-to-beam connections reinforced by two different dowel-type fasteners. Constr Build Mater 99:99–108
4. Lam F, Gehloff M, Closen M (2010) Moment-resisting bolted timber connections. Struct Build 163:267–274
5. Kasal B, Guindos P, Polocoser T, Heiduschke A, Urushadze S, Pospisil S (2014) Heavy laminated timber frames with rigid three-dimensional beam-to-column connections. J Perform Constr Facil 28:A4014014
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