1. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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. [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]