[1] Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Code for seismic design of building: GB 50011—2010 [S]. Beijing:China Architecture & Building Press, 2010.
[2] Gasparini D A. Contributions of C.A.P. Turner to development of reinforced concrete flat slabs 1905—1909[J].Journal of Structural Engineering, 2002, 128(10): 1243-1252. DOI:10.1061/(asce)0733-9445(2002)128: 10(1243).
[3] Walker P R, Regan P E. Corner column-slab connections in concrete flat plates[J].Journal of Structural Engineering, 1987, 113(4): 704-720. DOI:10.1061/(asce)0733-9445(1987)113: 4(704).
[4] Lu X L, Ma Y C, Yang Z. Analysis of connections of slab to edge column under shear and unbalanced moment[J]. Journal of Tongji University, 1998, 26(8): 357-360.(in Chinese)
[5] Han S W, Park Y M, Kee S H. Stiffness reduction factor for flat slab structures under lateral loads[J].Journal of Structural Engineering, 2009, 135(6): 743-750. DOI:10.1061/(asce)st.1943-541x.0000001.
[6] Wu Q, Cheng W R. Study of calculating width of equivalent beam for slab-column structure subjected to horizontal forces[J]. Industrial Construction, 2004, 34(3): 77-79. DOI:10.3321/j.issn:1000-8993.2004.03.024. (in Chinese)
[7] Xu Z G, Huang X K, Gao J, et al. A seismic performance analysis on a shear-wall high-rise structure with staggered floors in high earthquake intensity regions[J]. Building Structure, 2012, 42(4): 69-74. DOI:10.19701/j.jzjg.2012.04.011. (in Chinese)
[8] Mao R P. Split-level building damaged in Wenchuan earthquake analysis[J]. Engineering Mechanics, 2010, 27(S1): 118-121.(in Chinese)
[9] Long J T, Chen Y, Wang H, et al. Seismic performance analysis of staggered floors in frame structures[J]. Structural Engineers, 2018, 34(5): 58-65. DOI:10.15935/j.cnki.jggcs.2018.05.009. (in Chinese)
[10] Wang Z J, Han F X. Shearing force analysis of split-level region for a split-level structure with uniform mass distribution under earthquake[J]. Journal of Vibration and Shock, 2011, 30(7): 91-95. DOI:10.13465/j.cnki.jvs.2011.07.049. (in Chinese)
[11] Zhou J. Research on staggered flat plate structure connections[D].Nanjing: Southeast University, 2006.(in Chinese)
[12] Wang J. Research on aseismic behavior of staggered flat plate structure[D]. Nanjing: Southeast University, 2008.(in Chinese)
[13] Park R. State of the art report ductility evaluation from laboratory and analytical testing [C]// Proceedings of Ninth World Conference on Earthquake Engineering. Tokyo, Japan, 1988: 605-616.