Out-of-plane behavior of perforated masonry walls strengthened with steel-bar truss system |
Hwang, Seung-Hyeon
(Department of Architectural Engineering, Graduate School, Kyonggi University)
Mun, Ju-Hyun (Department of Architectural Engineering, Kyonggi University) Yang, Keun-Hyeok (Department of Architectural Engineering, Kyonggi University) Kim, Sanghee (Department of Architectural Engineering, Kyonggi University) |
1 | Hwang, S.H., Yang, K.H. and Kim, S. (2021a), "In-plane and outof-plane seismic performances of masonry walls strengthened with steel-bar truss systems", J. Korea Inst. Struct. Mainten. Inspect., 25(1), 16-24. https://doi.org/10.11112/jksmi.2021.25.1.16. DOI |
2 | Ivorra, S., Torres, B., Baeza, F.J. and Bru, D. (2021), "In-plane shear cyclic behavior of windowed masonry walls reinforced with textile reinforced mortars", Eng. Struct., 266(1), 1-9. https://doi.org/10.1016/j.engstruct.2020.111343. DOI |
3 | Lee, J.H. (2005), "Seismic capacity and seismic retrofitting of low-rise buildings-unreinforced masonry, brick-infilled RC frame and steel slit damper retrofitted RC frame", PhD Dissertation, Kwangwoon University, Republic of Korea. |
4 | National Institute for Disaster Prevention (2005), Development of SEISMIC RETROFITTING Techniques for Vulnerable Part in Unreinforced Masonry Buildings, National Disaster Management Institute, Republic of Korea. |
5 | Taghdi, M., Bruneau, M. and Saatcioglu, M. (2000), "Seismic retrofitting of low-rise masonry and concrete walls using steel strips", J. Struct. Eng., 126(9), 1017-1025. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1017). DOI |
6 | Yang, K.H., Joo, D.B., Sim, J.I. and Kang, J.H. (2012), "In-plane seismic performance of unreinforced masonry walls strengthened with unbonded prestressed wire rope units", Eng. Struct., 45, 449-459. https://doi.org/10.1016/j.engstruct.2012.06.017. DOI |
7 | Yang, K.H., Mun, J.H. and Hwang, S.H. (2021), "Cyclic shear behavior of masonry walls strengthened with prestressed steel bars and glass fiber grids", Compos. Struct., 238, 1-12. https://doi.org/10.1016/j.compstruct.2020.111961. DOI |
8 | Capozucca, R. (2011), "Experimental analysis of historic masonry walls reinforced by CFRP under in-plane cyclic loading", Compos. Struct., 94, 277-289. http://doi.org/10.1016/j.compstruct.2011.06.007. DOI |
9 | ASTM C1314 (2018), Standard Test Method for Compressive Strength of Masonry Prisms, ASTM International, West Conshohocken, PA, USA. |
10 | Beyer, K. (2015), "Seismic behaviour of unreinforced masonry buildings with reinforced concrete slabs: assessment of in-plane and out-of-plane response", Earthquake Engineering & Structural Dynamics Laboratory (EESD), Ecole Polytechnique Federale de Lausanne (EPFL), Lausanne. |
11 | Darbhanzi, A., Marefat, M.S. and Khanmohammadi, M. (2014), "Investigation of in-plane seismic retrofit of unreinforced masonry walls by means of vertical steel ties", Constr. Build. Mater., 52, 122-129. https://doi.org/10.1016/j.conbuildmat.2013.11.020. DOI |
12 | El-Diasity, M., Okail, H., Kamal, O. and Said, M. (2015), "Structural performance of confined masonry walls retrofitted using ferrocement and GFRP under in-plane cyclic loading", Eng. Struct., 94(1), 54-69. https://doi.org/10.1016/j.engstruct.2015.03.035. DOI |
13 | Hwang, S.H., Kim, S. and Yang, K.H. (2020), "In-plane seismic performance of masonry wall retrofitted with prestressed steelbar truss", Earthq. Struct., 19(6), 459-469. http://doi.org/10.12989/eas.2020.19.6.459. DOI |
14 | Hwang, S.H., Yang, K.H. and Kim, S. (2021b), "Out-of-plane behaviour of masonry wall structures strengthened with steelbar truss system", Proceedings of the Institution of Civil Engineers-Structures and Building, 1-12. https://doi.org/10.1680/jstbu.20.00262. DOI |
15 | Milosevic, J., Lopes, M., Gago, A.S. and Bento, R. (2015), "Inplane seismic response of rubble stone masonry specimens by means of static cyclic tests", Constr. Build. Mater., 82, 9-19. https://doi.org/10.1016/j.conbuildmat.2015.02.018. DOI |
16 | Vasconcelos, G. and Lourenco, P.B. (2009), "In-plane experimental behavior of stone masonry walls under cyclic loading", J. Struct. Eng., 135(10), 1269-1277. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000053. DOI |
17 | Bagheri, B., Lee, J.H., Kim, H.G. and Oh, S.H. (2020), "Experimental evaluation of the seismic performance of retrofitted masonry walls", Compos. Struct., 240, 1-15. https://doi.org/10.1016/j.compstruct.2020.111997. DOI |
18 | Choi, Y.C., Choi, H.K., Lee, D. and Choi, C.S. (2015), "Shear strength of unreinforced masonry wall retrofitted with fiber reinforced polymer and hybrid sheet", Int. J. Polym. Sci., 2015, Article ID 863057. https://doi.org/10.1155/2015/863057. DOI |
19 | FEMA 273 (1997), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington D.C., USA. |