Development of a constructive solution of wood columns and crossbars interfaces on metal overlays and screws
Author:
Affiliation:
1. Moscow State University of Civil Engineering (National Research University) (MGSU)
Publisher
Moscow State University of Civil Engineering
Reference20 articles.
1. Chernova T., Melekhov V. Behavior of timber-timber composite structure connected by inclined screws. Magazine of Civil Engineering. 2023; 4(120):12004. DOI: 10.34910/MCE.120.4.EDN LTHOSP.
2. Leijten A., Franke S., Quenneville P., Gupta R. Bearing strength capacity of continuous supported timber beams: Unified approach for test methods and structural design codes. Journal of Structural Engineering. 2012; 138(2):266-272. DOI: 10.1061/(ASCE)ST.1943-541X.0000454
3. Leijten A.J. M., Larsen H.J., Van der Put T.A.C.M. Structural design for compression strength perpendicular to the grain of timber beams. Construction and Building Materials. 2010; 24(3):252-257. DOI: 10.1016/j.conbuildmat.2009.08.042
4. Dezhin M., Ibragimov A. Improving the reliability of the joints of wooden elements on metal linings. E3S Web of Conferences. 2023; 402:10005. DOI: 10.1051/e3sconf/202340210005
5. Dezhin M., Ibragimov A. Increasing the bearing capacity of the joints of wooden elements on metal plates. Lecture Notes in Civil Engineering. 2023; 341-348. DOI: 10.1007/978-3-031-10853-2_32
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