1. Ahmad, N., Ali, Q. and Umar, M. (2012) 'Seismic Vulnerability Assessment of Multistory Timber Braced Frame Traditional Masonry Structures', Advanced Materials Research, 601(April), pp. 168-172. doi: 10.4028/www.scientific.net/AMR.601.168. [
DOI:10.4028/www.scientific.net/AMR.601.168]
2. Ahmad, N., Ali, Q. and Umar, M. (2012) 'Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures', Bulletin of Earthquake Engineering, 10(5), pp. 1503-1534. doi: 10.1007/s10518-012-9364-9. [
DOI:10.1007/s10518-012-9364-9]
3. Ali, Q. et al. (2012) 'In-plane behavior of the dhajji-dewari structural system (wooden braced frame with masonry infill)', Earthquake Spectra, 28(3), pp. 835-858. doi: 10.1193/1.4000051. [
DOI:10.1193/1.4000051]
4. Araújo, A. S., Oliveira, D. V. and Lourenço, P. B. (2014) 'Numerical study on the performance of improved masonry-to-timber connections in traditional masonry buildings', Engineering Structures, 80, pp. 501-513. doi: 10.1016/j.engstruct.2014.09.027. [
DOI:10.1016/j.engstruct.2014.09.027]
5. Dar, M. A. and Ahmad, S. (2015) 'Traditional Earthquake Resistant Systems of Kashmir', International Journal of Civil and Structural Engineering Research, Vol. 2(2), pp. 86-92. Available at: file:///C:/Users/Naval Kishore/Downloads/Traditional Earthquake Resistant Systems of Kashmir-1023 (1).pdf.
6. Dutu, A. et al. (2016) 'In-Plane Behavior of Timber Frames with Masonry Infills under Static Cyclic Loading', Journal of Structural Engineering, 142(2), pp. 1-18. doi: 10.1061/(ASCE)ST.1943-541X.0001405. [
DOI:10.1061/(ASCE)ST.1943-541X.0001405]
7. Ferreira, J. G. et al. (2014) 'Experimental evaluation and numerical modelling of timber-framed walls', Experimental Techniques, 38(4), pp. 45-53. doi: 10.1111/j.1747-1567.2012.00820.x. [
DOI:10.1111/j.1747-1567.2012.00820.x]
8. Gülhan, D., and Güney, I. Ö. (2000) 'The behavior of traditional building systems against earthquake and its comparison to reinforced concrete frame systems: experiences of Marmara earthquake damage assessment studies in Kocaeli and Sakarya, Proceedings of Earthquake-Safe: Lessons to be Lear', in.
9. Kouris, L. A. S. and Kappos, A. J. (2012) Detailed and simplified non-linear models for timber-framed masonry structures, Journal of Cultural Heritage. doi: 10.1016/j.culher.2011.05.009. [
DOI:10.1016/j.culher.2011.05.009]
10. Kouris, L. A. S. and Kappos, A. J. (2014) 'A practice-oriented model for pushover analysis of a class of timber-framed masonry buildings', Engineering Structures. Elsevier Ltd, 75, pp. 489-506. doi: 10.1016/j.engstruct.2014.06.012. [
DOI:10.1016/j.engstruct.2014.06.012]
11. Kouris, L. A. S. and Kappos, A. J. (2014) 'A practice-oriented model for pushover analysis of a class of timber-framed masonry buildings', Engineering Structures, 75(August), pp. 489-506. doi: 10.1016/j.engstruct.2014.06.012. [
DOI:10.1016/j.engstruct.2014.06.012]
12. Quinn, N., Dayala, D. and Descamps, T. (2016) 'Structural Characterization and Numerical Modeling of Historic Quincha Walls', International Journal of Architectural Heritage, 10(2-3), pp. 300-331. doi: 10.1080/15583058.2015.1113337. [
DOI:10.1080/15583058.2015.1113337]
13. Saadati, S. S. B. (2014) 'Numerical modeling of links behavior in eccentric bracings with dual vertical links', Numerical Methods in Civil Engineering, 1(1).
14. Tomaževič, M. and Weiss, P. (2010) 'Displacement capacity of masonry buildings as a basis for the assessment of behavior factor: An experimental study', Bulletin of Earthquake Engineering, 8(6), pp. 1267-1294. doi: 10.1007/s10518-010-9181-y. [
DOI:10.1007/s10518-010-9181-y]
15. Vasconcelos, G. et al. (2013) 'In-plane shear behaviour of traditional timber walls', Engineering Structures, 56, pp. 1028-1048. doi: 10.1016/j.engstruct.2013.05.017. [
DOI:10.1016/j.engstruct.2013.05.017]
16. Vieux-Champagne, F. et al. (2014) 'Experimental analysis of seismic resistance of timber-framed structures with stones and earth infill', Engineering Structures. Elsevier Ltd, 69, pp. 102-115. doi: 10.1016/j.engstruct.2014.02.020. [
DOI:10.1016/j.engstruct.2014.02.020]
17. Vogrinec, K., Premrov, M. and Kozem Silih, E. (2016) 'Simplified modelling of timber-framed walls under lateral loads', Engineering Structures. Elsevier Ltd, 111, pp. 275-284. doi: 10.1016/j.engstruct.2015.12.029. [
DOI:10.1016/j.engstruct.2015.12.029]