International Journals

[1]
N.Sathiparan, W.A.V.Anjalee, and K.K.S.Kandage, “The scale effect on small-scale modeling of cement block masonry. Materials and Structures,” vol. 49, no. 7, pp. 2935–2946, 2016.
[2]
N.Sathiparan, “Effect of roof diaphragm on masonry structures under dynamic loading, Earthquakes and Structures,” vol. 10, no. 2, pp. 351–366, 2016.
[3]
N.Sathiparan, N.A.A.C.Nissanka, and R.L.S.Priyankara, “A comparative study of mesh type retrofitting for unreinforced masonry under in-plane loading,” Arabian journal for Science and Engineering, vol. 41, no. 4, pp. 1391–1401, 2015.
[4]
N.Sathiparan, “Mesh type seismic retrofitting for masonry structures: critical issues and possible strategies,” European journal of Environmental and Civil Engineering, vol. 19, no. 9, pp. 1136–1154, 2015.
[5]
N.Sathiparan and K.Meguro, “Strengthening of adobe houses with arch roofs using tie-bars and polypropylene band mesh. Construction and Building Materials,” vol. 82, pp. 360–375, 2015.
[6]
N.Sathiparan, M.K.N.Anusari, and N.N.Samindika, “Effect of void area on hollow cement masonry mechanical performance,” Arabian journal for Science and Engineering, vol. 39, no. 11, pp. 7569–7576, 2014.
[7]
N.Sathiparan, K.Sakurai, M.Numada, and K.Meguro, “Seismic evaluation of earthquake resistance and retrofitting measures for two story masonry houses,” Bulletin of Earthquake Engineering, vol. 12, no. 4, pp. 1805–1826, 2014.
[8]
N.Sathiparan, K.Sakurai, M.Numada, and K.Meguro, “Experimental investigation on the seismic performance of PP-band strengthening stone masonry houses,” Bulletin of Earthquake Engineering, vol. 11, no. 6, pp. 2177–2196, 2013.
[9]
N.Sathiparan and K.Meguro, “Shear and flexural bending strength of masonry wall retrofitted using PP-band mesh,” vol. 14, no. 1, pp. 3–12, 2013.
[10]
N.Sathiparan, P.Mayorca, and K.Meguro, “Shake table tests on one-quarter scale models of masonry houses retrofitted with PP-band mesh,” vol. 28, no. 1, pp. 277–299, 2012.
[11]
N.Sathiparan and K.Meguro, “Seismic behavior of low earthquake resistant arch shaped roof masonry houses retrofitted by PP-band meshes,” ASCE journal of Practice Periodical on Structural Design and Construction, vol. 17, no. 2, pp. 54–64, 2012.
[12]
K.Meguro, R.Soti, N.Sathiparan, and M.Numada, “Dynamic testing of masonry houses retrofitting by bamboo band meshes,” journal of Japan Society of Civil Engineers (Structural Engineering & Earthquake Engineering), vol. 68, no. 4, pp. 760–765, 2012.
[13]
N.Sathiparan, K.Sakurai, and K.Meguro, “Perimental study of PP-band retrofitted masonry structure made of shapeless stone,” vol. 61, no. 6, pp. 1051–1054, 2009.
[14]
K.Sakurai, N.Sathiparan, and K.Meguro, “Experimental study on masonry wallette made of shapeless stones retrofitted by PP-band mesh,” vol. 61, no. 6, pp. 1047–1050, 2009.
[15]
K.Sakurai, N.Sathiparan, and K.Meguro, “Experimental study of masonry wallette made of shapeless stone retrofitted by PP-band mesh,” journal of Japan Society of Civil Engineers (Structural Engineering & Earthquake Engineering), vol. 65, no. 1, pp. 388–392, 2009.
[16]
K.Worakanchana, P.Mayorca, G.Ramesh, N.Sathiparan, and K.Meguro, “3-D Applied Element Method of PP-band retrofitted masonry,” vol. 60, no. 2, pp. 128–131, 2008.
[17]
N.Sathiparan, P.Mayorca, K.Nesheli, G.Ramesh, and K.Meguro, “Experimental study on unburned brick masonry wallettes retrofitted by PP-band meshes,” vol. 58, no. 3, pp. 301–304, 2006.
[18]
N.Sathiparan, P.Mayorca, K.Nesheli, G.Ramesh, and K.Meguro, “Experimental study on in-plane and out-of-plane behavior of masonry wallettes retrofitted by PP-band meshes,” vol. 57, no. 6, pp. 530–533, 2005.
[19]
K.Meguro, P.Mayorca, G.Ramesh, N.Sathiparan, and N.Nesheli, “Shaking table experiment of masonry buildings and effectiveness of PP-band retrofitting technique,” vol. 57, no. 6, pp. 534–537, 2005.

Bultn

[1]
N.Sathiparan, P.Mayorca, K.Nesheli, G.Ramesh, and K.Meguro, “Experimental study of PP-band retrofitted masonry wallettes,” in Bulletin of Earthquake Resistant Structure Research Center 40, 2007, pp. 33–42.
[2]
N.Sathiparan, K.Sakurai, M.Numada, and K.Meguro, “Shaking table tests on PP-band retrofitting of 1/4 scale unreinforced stone masonry models,” in Bulletin of Earthquake Resistant Structure Research Center 44, 2011, pp. 139-148.
[3]
N.Sathiparan, K.Sakurai, M.Numada, and K.Meguro, “Shaking table test on seismic response behavior of 2-story masonry house model with PP-band mesh retrofitting,” in Bulletin of Earthquake Resistant Structure Research Center 44, 2011, pp. 149–157.
[4]
R.Soti, N.Sathiparan, M.Numada, and K.Meguro, “Dynamic testing of masonry houses retrofitted by bamboo band meshes,” in Bulletin of Earthquake Resistant Structure Research Center 44, 2011, pp. 159–168.
[5]
N.Sathiparan, P.Mayorca, and K.Meguro, “Seismic study of 1/4 scale unreinforced adobe masonry models retrofitted with PP-band meshes,” in Bulletin of Earthquake Resistant Structure Research Center 43, 2010, pp. 85-94.
[6]
K.Sakuri, N.Sathiparan, and K.Meguro, “Experimental study on in-plane and out-of-plane behavior of PP-band retrofitted masonry wallette made of shapeless stones,” in Bulletin of Earthquake Resistant Structure Research Center 43, 2010, pp. 67–76.
[7]
S.Nazir, N.Sathiparan, M.Numada, and K.Meguro, “Experimental study of seismic behavior of scaled non-engineering masonry structures retrofitted by PP-band mesh,” in Bulletin of Earthquake Resistant Structure Research Center 43, 2010, pp. 77–84.
[8]
N.Sathiparan, P.Mayorca, and K.Meguro, “Dynamic behavior of timber roof masonry house models retrofitted by PP-band meshes,” in Bulletin of Earthquake Resistant Structure Research Center 42, 2009, pp. 131–140.
[9]
K.Worakanchana, P.Mayorca, R.Guragain, N.Sathiparan, and K.Meguro, “3-D Applied Element Method for static non-linear simulation of PP-band retrofitted masonry, Mesh,” in Bulletin of Earthquake Resistant Structure Research Center 41, 2008, pp. 45–54.
[10]
T.Fujieda, P.Mayorca, N.Sathiparan, and K.Meguro, “Experimental study of the behavior of PP-band mesh retrofitted masonry houses using miniature models,” in Bulletin of Earthquake Resistant Structure Research Center 41, 2008, pp. 67–72.
[11]
K.Meguro, P.Mayorca, R.Guragain, N.Sathiparan, and K.Nesheli, “PP-band retrofitting technique: affordable, acceptable and feasible method for developing countries,” in Bulletin of Earthquake Resistant Structure Research Center 39, 2006, pp. 141–148.

International Conference

[1]
N.A.A.C.Nissanka, R.L.S.Priyankara, and N.Sathiparan, “Comparison of mesh type seismic retrofitting for masonry structures,” 2015.
[2]
N.Sathiparan and K.Meguro, “Seismic retrofitting of non-engineering masonry houses using polypropylene band meshes,” 2013.
[3]
N.Sathiparan, H.P.Sooriyaarachchi, and K.S.Wanniarachchi, “Dynamic loading vulnerability assessment of multi-storey buildings,” 2013.
[4]
K.Meguro, N.Sathiparan, K.Sakurai, and M.Numada, “Shaking table tests on 1/4 scaled shapeless stone masonry houses with and without retrofit by polypropylene band meshes,” 2012.
[5]
K.Meguro, N.Sathiparan, K.Sakurai, and M.Numada, “Shaking table test of two-story masonry house model retrofitted by PP-band mesh,” 2012.
[6]
K.Meguro, R.Soti, N.Sathiparan, and M.Numada, “Dynamic behavior of masonry houses retrofitted by bamboo band meshes,” 2012.
[7]
K.Meguro, R.Soti, N.Sathiparan, and M.Numada, “Dynamic testing of masonry houses retrofitted by bamboo band meshes,” 2011.
[8]
K.Meguro, R.Soti, N.Sathiparan, and M.Numada, “Dynamic testing of masonry houses retrofitted by bamboo band meshes,” 2011.
[9]
N.Sathiparan and K.Meguro, “Study on seismic performance of low earthquake resistant masonry buildings retrofitted by PP-band mesh,” 2010.
[10]
N.Sathiparan and K.Meguro, “Seismic behavior of 1/4 scale unreinforced masonry house models retrofitted by PP-band meshes,” 2010.
[11]
S.Nazir, N.Sathiparan, M.Numada, and K.Meguro, “Experimental study of seismic behavior of scaled non-engineering masonry structures retrofitted by PP-band mesh,” 2010.
[12]
N.Sathiparan, P.Mayorca, and K.Meguro, “Experimental study on dynamic behavior of timber roof masonry house models retrofitted by PP-band meshes,” 2010.
[13]
N.Sathiparan, P.Mayorca, and K.Meguro, “Experimental study on static and dynamic behavior of PP-band retrofitted adobe masonry structure,” 2010.
[14]
K.Sakuri, N.Sathiparan, and K.Meguro, “Experimental study on in-plane and out-of-plane behavior of PP-band retrofitted masonry wallette made of shapeless stones,” 2010.
[15]
N.Sathiparan, P.Mayorca, and K.Meguro, “Experimental study on PP-band mesh seismic retrofitting for low earthquake resistant arch shaped roof masonry houses,” 2009.
[16]
K.Sakuri, N.Sathiparan, and K.Meguro, “Experimental study of masonry wallette made of shapeless stones retrofitted by PP-band mesh,” 2009.
[17]
N.Sathiparan, P.Mayorca, and K.Meguro, “Parametric study of diagonal shear tests on masonry wallettes retrofitted by PP-band mesh,” 2009.
[18]
N.Sathiparan, P.Mayorca, and K.Meguro, “Shaking table test of timber masonry house models retrofitted by PP-band meshes,” 2008.
[19]
N.Sathiparan, P.Mayorca, and K.Meguro, “Parametric study on diagonal shear and out of plane behavior of masonry wallettes retrofitted by PP-band mesh,” 2008.
[20]
K.Worakanchana, P.Mayorca, R.Guragain, N.Sathiparan, and K.Meguro, “3-D Applied Element Method for PP-band retrofitted masonry,” 2008.
[21]
K.Worakanchana, P.Mayorca, R.Guragain, N.Sathiparan, and K.Meguro, “3-D Applied Element Method for PP-band retrofitted masonry,” 2007.
[22]
N.Sathiparan, P.Mayorca, and K.Meguro, “Parametric study on diagonal shear behavior of masonry wall retrofitted by PP-band mesh,” 2007.
[23]
K.Nesheli et al., “Full-scale shaking table tests on masonry buildings retrofitted by PP-band meshes,” 2006.
[24]
P.Mayorca, N.Sathiparan, R.Guragain, and K.Meguro, “Comparison of the seismic performance of different strength masonry structures retrofitted with PP-band meshes,” 2006.
[25]
N.Sathiparan, P.Mayorca, K.Nesheli, G.Ramesh, and K.Meguro, “Experimental study on unburned brick masonry wallettes retrofitted by PP-band meshes,” 2006.
[26]
P.Mayorca, K.Meguro, N.Sathiparan, R.Guragain, and K.Nesheli, “Seismic simulation of 1/4 scale unreinforced masonry models retrofitted with PP-band meshes,” 2006.
[27]
M.Paola, K.Meguro, N.Sathiparan, G.Ramesh, and K.Nesheli, “Seismic behaviour of masonry houses retrofitted with PP-band meshes evaluated with shaking table test,” 2006.
[28]
N.Sathiparan, P.Mayorca, N.Nesheli, G.Ramesh, and K.Meguro, “In-plane and out-of-plane behavior of PP-band retrofitted masonry wallettes,” 2005.
[29]
K.Meguro, P.Mayorca, N.Sathiparan, R.Guragain, and K.Nesheli, “Shaking table tests of 1/4 scales masonry models retrofitted with PP-band meshes,” 2005.
[30]
N.Sathiparan, P.Mayorca, N.Nesheli, and K.Meguro, “Evaluation of retrofitting masonry structures with polypropylene band meshes by means of diagonal compression tests,” 2005.
[31]
N.Sathiparan, P.Mayorca, N.Nesheli, G.Ramesh, and K.Meguro, “Experimental study on diagonal compressive behavior of masonry wall retrofitted by polypropylene band meshes,” 2005.