Author:
Risha Aya,Enajar Adnan,El Damatty Ashraf
Publisher
Springer Nature Switzerland
Reference12 articles.
1. Casagrande D, Rossi S, Sartori T, Tomasi R (2016) Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls. Constr Build Mater 102:1101–1112. https://doi.org/10.1016/j.conbuildmat.2014.12.114
2. Canadian Wood Council and Canadian Standards Association (2020) Wood design manual. Canadian Wood Council
3. Chen Z, Chui YH, Ni C, Mohammad M, Doudak G (2014) Simulation of the lateral drift of multi-storey light wood frame buildings based on a modified macroelement model. In: WCTE 2014—world conference on timber engineering, pp 1–9, Quebec City, Canada
4. Collins M, Kasal B, Paevere P, Foliente GC (2005) Three-dimensional model of light frame wood buildings. I: model description. J Struct Eng 131(4):676–683. https://doi.org/10.1061/(ASCE)0733-9445(2005)131
5. Collins M, Kasal B, Paevere P, Foliente GC (2005) Three-dimensional model of light frame wood buildings. II: experimental investigation and validation of analytical model. J Struct Eng 131(4):684–692