과제정보
The experiments were sponsored by the National Natural Science Foundation of China (Program No. 52108156), and also supported by Shanghai University and Xi'an University of Architecture and Technology.
참고문헌
- Alejandro, N. and Albert, de la F. (2021), "Numerical-aided flexural-based design of fibre reinforced concrete columnsupported flat slabs", Eng. Struct., 232, 111745. http://dx.doi.org/10.1016/j.engstruct.2020.111745.
- Bailey, C.G. (2003), "Large scale fire test on a composite slimfloor system", Steel Compos. Struct., 3(3), 153-168. http://dx.doi.org/10.12989/scs.2003.3.3.153.
- Belarbi, A. and Hsu, T. (1994), "Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete", ACI Struct. J., 91(4), 465-474. http://dx.doi.org/10.1021/cenv072n027.p023.
- Chen, S., Limazie, T. and Tan, J. (2015), "Flexural behavior of shallow cellular composite floor beams with innovative shear connections", J. Constr. Steel Res., 106, 329-346. http://dx.doi.org/10.1016/j.jcsr.2014.12.021.
- Choi, J.W. and Song, J.G. (2005), "A method for effective beam widths of slabs in flat plate structures under gravity and lateral loads", Struct. Eng. Mech., 21(4), 451-468. http://dx.doi.org/10.12989/sem.2005.21.4.451.
- Conforti, A., Minelli F. and Plizzari, G.A. (2013), "Wide-shallow beams with and without steel fibres: a peculiar behaviour in shear and flexure", Compos. Part B-Eng., 51, 282-290. http://dx.doi.org/10.1016/j.compositesb.2013.03.033.
- Don, A.C., Cristian, V. and Aurel, S. (2020), "Seismic-resistant slim-floor beam-to-column joints: experimental and numerical investigations", Steel Compos. Struct., 37(3), 307-321. http://dx.doi.org/10.12989/scs.2020.37.3.307.
- Elsamak, G. and Fayed, S. (2020), "Parametric studies on punching shear behavior of RC flat slabs without shear reinforcement", Comput. Concr., 25(4), 355-367. http://dx.doi.org/10.12989/cac.2020.25.4.355.
- Ha, T., Lee, M.H., Park, J. and Kim, D.J. (2015), "Effects of openings on the punching shear strength of RC flat-plate slabs without shear reinforcement", Struct. Des. Tall Spec., 24(15), 895-911. http://dx.doi.org/10.1002/tal.1217.
- Hosseinpour, E., Baharom, S.B., Badaruzzaman, W.H.W., Shariati, M. and Jalali, A. (2018), "Direct shear behavior of concrete filled hollow steel tube shear connector for slim-floor steel beams", Steel Compos. Struct., 26(4), 485-499. http://dx.doi.org/10.12989/scs.2018.26.4.485.
- Hosseinpour, E., Baharom, S., Badaruzzaman, W.H.W. and Zand, A.A. (2018). "Push-out test on the web opening shear connector for a slim-floor steel beam: experimental and analytical study", Eng. Struct., 163, 137-152. http://dx.doi.org/10.1016/j.engstruct.2018.02.047.
- Huo B.Y. and Mello C.A.D. (2017), "Shear transferring mechanisms in a composite shallow cellular floor beam with web openings", Struct., 9, 134-146. http://dx.doi.org/10.1016/j.istruc.2016.11.003.
- JGJ138 (2016), Code for Design of Composite Structures, China Building Industry Press, Beijing, China.
- Ju, X.C., Zeng, Z.B., Zhao, X.X. and Liu, X.G. (2018), "Fatigue study on additional cutout between U shaped rib and floorbeam in orthotropic bridge deck", Steel Compos. Struct., 28(3), 319-329. http://dx.doi.org/10.12989/scs.2018.28.3.319.
- Kaveh, A. and Ghafari, M.H. (2016), "Optimum design of steel floor system: effect of floor division number, deck thickness and castellated beams", Struct. Eng. Mech., 59(5), 933-950. http://dx.doi.org/10.12989/sem.2016.59.5.933.
- Limazie, T. and Chen, S. (2016), "FE modeling and numerical investigation of shallow cellular composite floor beams", J. Constr. Steel Res., 119, 190-201. http://dx.doi.org/10.1016/j.jcsr.2015.12.022.
- Zhang N. and Tan, K.H. (2007), "Direct strut-and-tie model for single span and continuous deep beams" Eng. Struct., 29(11), 2987-3001. http://dx.doi.org/10.1016/j.engstruct.2007.02.004.
- Park, T.W. (2012), "Inspection of collapse cause of sampoong department store", Forensic Sci. Int., 217, 119-126. http://dx.doi.org/10.1016/j.forsciint.2011.10.039.
- Ruiz, M.F., Muttoni, A. and Kunz, J. (2010), "Strengthening of flat slabs against punching shear using post-installed shear reinforcement", Manage. Sci., 107(4), 434-442. http://dx.doi.org/10.5267/j.msl.2010.01.007.
- Schellhammer, J., Delatte, N.J. and Bosela, P.A. (2013). "Another look at the collapse of skyline plaza at bailey's crossroads, virginia", J. Perform. Constr Fac., 27(3), 354-361. http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000333.
- Shivan, T., Charles, G. and Ali, B.J. (2017), "Deformation of multi-storey flat slabs, a site investigation", Adv. Concr. Constr., 5(1), 49-63. http://dx.doi.org/10.12989/acc.2017.5.1.049.
- Sun, H.L., Yang, Y.Z., Li Y. and Sun, Q.T., (2020), "Design thinking on anti-collapse of beamless floor of the basement", Build. Struct, 50(14), 1-9. http://dx.doi.org/10.19701/j.jzjg.2020.14.001.
- Tan, K.H., Tang C.Y. and Tong, K. (2003), "A direct method for deep beams with web reinforcement", Mag. Concrete Res., 55(1), 53-63. http://dx.doi.org/10.1680/macr.2003.55.1.53.