DOI QR코드

DOI QR Code

Efficient models for analysis of a multistory structure with flexible wings

  • Moon, Seong-Kwon (Department of Civil Engineering, Kyungsan University) ;
  • Lee, Dong-Guen (Department of Architectural Engineering, Sungkyunkwan University)
  • 투고 : 1997.05.09
  • 심사 : 2002.03.08
  • 발행 : 2002.05.25

초록

This study lays emphasis on the development of efficient analytical models for a multistory structure with wings, including the in-plane deformation of floor slabs. For this purpose, a multistory structure with wings is regarded as the combination of multistory structures with rectangular plan and their junctions. In addition, a multistory structure with a rectangular plan is considered to be an assemblage of two-dimensional frames and floor slabs connecting two adjacent frames at each floor level. This modeling, concept can be easily applied to multistory structures with plans in the shape of L, T, Y, U, H, etc. To represent the in-plane deformation of floor slabs efficiently, a two-dimensional frame and the floor slab connecting two adjacent frames at each floor level are modeled as a stick model with two degrees of freedom per floor and a stiff beam with shear deformations, respectively. Three models are used to investigate the effect of in-plane deformation of the floor slab at the junction of wings on the seismic behavior of structures. Based on the comparison of dynamic analysis results obtained using the proposed models and three-dimensional finite element models, it could be concluded that the proposed models can be used as an efficient tool for an approximate analysis of a multistory structure with wings.

키워드

참고문헌

  1. Al-Mahaidi, R.S. and Nilson, A.M. (1975), "Coupled shear wall analysis by Lagrange multipliers", J. Struct.Div., ASCE, 101(11), 2359-2366.
  2. Boppana, R.R. and Naeim, F. (1985), "Modelling of floor diaphragms in concrete shear wall buildings",Concrete International Design and Construction, ACI.
  3. COMBAT-comprehensive building analysis tool, Computech Engineering Services, Inc., Berkeley, California,1983.
  4. Cook, R.D., Malkus, D.S. and Plesha, M.E. (1989), Concept and Applications of Finite Element Analysis, Thirdedition, John Wiley & Sons, Inc.
  5. Lee, D.G. and Kim, H.C. (1996), "Efficient seismic analysis of multistory buildings", Struct. Eng. and Mech.,4(5), 497-512. https://doi.org/10.12989/sem.1996.4.5.497
  6. Jain, S.K. and Jennings, P.C. (1985), "Analytical models for low-rise building with flexible floor diaphragms",Earthq. Eng. Struct. Dyn., 13, 225-241. https://doi.org/10.1002/eqe.4290130207
  7. Jain, S.K. and Mandal, U.K. (1992), "Dynamics of buildings with V-shaped plan", J. Eng. Mech., ASCE, 118(6),1093-1112. https://doi.org/10.1061/(ASCE)0733-9399(1992)118:6(1093)
  8. Karadogan, H.F., Lu, L.W. and Huang, T. (1982), "Technique for in-plane vibration and shear testing of modelfloor slabs", ACI SP-73, 189-204.
  9. Kunnath, S.K., Panahshahi, N. and Reinhorn, A.M. (1991), "Seismic response of RC buildings with inelasticfloor diaphragms", J. Struct. Eng., ASCE, 117(4), 1218-1237. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:4(1218)
  10. Moon, S.K. and Lee, D.G. (1994), "Effects of in-plane floor slab flexibility on the seismic behavior of buildingstructures", Eng. Struct., 16(2), 129-144. https://doi.org/10.1016/0141-0296(94)90038-8
  11. Naeim, F. (1983), "The seismic design handbook", Structural Engineering Series, VNRD.
  12. Nakashima, N., Huang, T. and Lu, L.W. (1984), "Effect of diaphragm flexibility on seismic response of buildingstructures", Proc. 8th WCEE, 4, 735-742.
  13. Prezemieniecki, J.S. (1968), Theory of Matrix Structural Analysis, McGraw-Hill.
  14. Thambiratnam, D.P., Corderoy, H.J.B. and Gao, H. (1994), "Inelastic response of multistory buildings underearthquake excitation", Struct. Eng. and Mech., 2(1), 81-94. https://doi.org/10.12989/sem.1994.2.1.081
  15. Thambiratnam, D.P. (1994), "Effects of modeling the earthquake response of asymmetrical multistory buildings",Struct. Eng. and Mech., 2(3), 211-225. https://doi.org/10.12989/sem.1994.2.2.211
  16. Weaver, W. Jr. and Johnston, P.R. (1987), Structural Dynamics by Finite Elements, Prentice-Hall, Inc.
  17. Weaver, W. Jr. and Lee, D.G. (1981), "Finite elements for shear-walls in multistory frames", J. Struct. Div.,ASCE, 107, 1365-1369.

피인용 문헌

  1. On the limit cycles of aeroelastic systems with quadratic nonlinearities vol.30, pp.1, 2008, https://doi.org/10.12989/sem.2008.30.1.067