Earthquakes and Structures

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A method for dynamic analysis of frame-hinged shear wall structures

  • Received : 2015.10.31
  • Accepted : 2016.06.10
  • Published : 2016.07.25
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Abstract

Structures with soft story irregularity have been seriously damaged in earthquakes. Therefore, the analysis of dynamic behavior of structures with soft story irregularity is of great value and relevance. In this study, a certain method will be used to discover the displacements and internal forces and to find out results about soft story irregularity. For this study, the multi-story frame-hinged shear wall system has been used as a model according to the continuous calculation system. The dynamic characteristics of the system have been obtained by analyzing the governing differential equation of the system. The dynamic characteristics have been calculated for a practical and quick analysis as indicated in tables. The suggested method is wholly based on manual calculation. A spectral analysis can be easily conducted with the help of Tables provided by this study. A sample has been solved and compared to the finite elements method to study the suitability of the method suggested at the end of this study.

Keywords

References

  1. Abidi, M. and Madhuri, M. (2012), "Review on shear wall for soft story high- rise buildings", Int. J. Eng. Adv. Tech., 1(6).
  2. Al-Aasam, H.S. and Mandal, P. (2013), "Simplified procedure to calculate by hand the natural periods of semirigid steel frames", J. Struct. Eng., ASCE, 139(6), 1082-1087. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000695
  3. Baikov, V. and Sigalov, E. (1983), Reinforced Concrete Structures, Volume 2, Moscov: Mir Publisher, 390.
  4. Balendra, T., Swaddiwudhipong, S. and Quek S.T. (1984), "Free vibration of asymmetric shear wall-frame buildings", Earth. Eng. Struct. Dyn., 12(5), 629-650. https://doi.org/10.1002/eqe.4290120505
  5. Basu, A., Nagpal, A. K,. and Kaul, S. (1984), "Charts for seismic design of frame-wall systems", J. Struct. Eng. ASCE, 110(1), 31-46. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:1(31)
  6. Belhadj, A.H. and Meftah, S.A. (2015), "Simplified finite element modelling of non-uniform tall building structures comprising wall and frame assemblies including P-$\Delta$ effects", Earthq. Struct., 8(1), 253-273. https://doi.org/10.12989/eas.2015.8.1.253
  7. Bilyap, S. (1979), "An approximate solution for high- rise reinforced concrete panel buildings with combined diaphragms", Int. J. Housing Sci., 3(6), 477-481.
  8. Bozdogan, K.B. (2009), "An approximate method for static and dynamic analyses of symmetric wall-frame buildings", Struct. Des. Tall Spec. Build., 18(3), 279-290. https://doi.org/10.1002/tal.409
  9. Carpinteri, A., Lacidogna, G. and Cammarano, S. (2013), "Structural analysis of high- rise buildings under horizontal loads: A study on the Intesa Sanpaolo Tower in Turin", Eng. Struct., 56, 1362-1371. https://doi.org/10.1016/j.engstruct.2013.07.009
  10. Colunga, A.T. (2010), "Review of the Soft Story High-Rise Buildings", Open Civ. Eng. J., 4, 1-15.
  11. Dym, C.L. and Williams, H.E. (2007), "Estimating fundamental frequencies of tall buildings", J. Struct. Eng., ASCE, 133(10), 1479-1483. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:10(1479)
  12. Georgoussis, K.G. (2006), "A simple model for assessing and modal response quantities in symmetrical buildings", Struct. Des. Tall Spec. Build., 15(2), 139-151. https://doi.org/10.1002/tal.286
  13. Georgoussis, K.G. (2014), "Modified seismic analysis of multistory asymmetric elastic buildings and suggestions for minimizing the rotational response", Earthq. Struct., 7(1), 39-55. https://doi.org/10.12989/eas.2014.7.1.039
  14. Heidebrecht, A.C. and Stafford Smith, B. (1973), "Approximate analysis of tall wall-frame buildings", J. Struct. Eng., ASCE, 99(2), 199-221.
  15. Hoenderkamp, D.C.J. (2001), "Elastic analysis of asymmetric tall buildings", Struct. Des. Tall Build., 10(4), 245-261. https://doi.org/10.1002/tal.183
  16. Hoenderkamp, D.C.J. (2002), "A simplified analysis of high-Rise structures with cores", Struct. Des. Tall Build., 11(2), 93-107. https://doi.org/10.1002/tal.192
  17. Jahanshahi, M.R. and Rahgozar, R. (2012), "Free vibration analysis of combined sytem with variable cross section in tall buildings", Struct. Eng. Mech., 42(4), 715-728. https://doi.org/10.12989/sem.2012.42.5.715
  18. Kazaz, I. and Gulkan, P. (2012), "An improved frame-shear wall model:continuum approach", Struct. Des. Tall Spec. Build., 21(7), 524-542. https://doi.org/10.1002/tal.626
  19. Kuang, J.S. and Ng, S.C. (2000), "Coupled lateral vibration of asymmetric shear wall structures", Thin Wall. Struct., 38(2), 93-104. https://doi.org/10.1016/S0263-8231(00)00033-1
  20. Kuang, J.S. and Ng, C. (2009), "Lateral shear -St. Venant torsion coupled vibration of asymmetric -plan frame structures", Struct. Des. Tall Spec. Build., 18(6), 647-656. https://doi.org/10.1002/tal.456
  21. Kaviani, P., Rahgozar, R. and Saffari, H. (2008), "Approximate analysis of tall buildings using sandwich beam models with variable cross-section", Struct. Des. Tall Spec. Build., 17(2), 401-418. https://doi.org/10.1002/tal.360
  22. Laier, J.E. (2008), "An improved continuous medium technique for structural frame analysis", Struct. Des. Tall Spec. Build., 17(1), 25-38. https://doi.org/10.1002/tal.309
  23. Malekinejad, M. and Rahgozar, R. (2013), "An analytical approach to free vibration analysis of multioutrigger- belt truss-reinforced tall buildings", Struct. Des. Tall Spec. Build., 22(4), 382-398. https://doi.org/10.1002/tal.703
  24. Mancini, E. and Savassi, W. (1999), "Tall buildings structures unified plane panels behavior", Struct. Des. Tall Build., 8(2), 155-170. https://doi.org/10.1002/(SICI)1099-1794(199906)8:2<155::AID-TAL125>3.0.CO;2-6
  25. Meftah, S.A. and Tounsi, A. (2008), "Vibration characteristics of tall buildings braced by shear walls and thin-walled open-section structures", Struct. Des. Tall Spec. Build., 17(1), 203-216. https://doi.org/10.1002/tal.346
  26. Miranda, E. (1999), "Approximate lateral drift demands in multi-story buildings subjected to earthquakes", J. Struct. Eng., ASCE, 125(4), 417-425. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(417)
  27. Miranda, E. and Reyes, J.C. (2002), "Approximate lateral drift demands in multi-story buildings with nonuniform stiffness", J. Struct. Eng., ASCE, 128(7), 840-849. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(840)
  28. Miranda, E. and Taghavi, S. (2005), "Approximate floor acceleration demands in multistorey buildings I formulation", J. Struct. Eng., ASCE, 131(2), 203-211. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(203)
  29. Ng, S.C. and Kuang, J.S. (2000), "Triply coupled vibration of asymmetric wall-frame structures", J. Struct. Eng., ASCE, 128(7), 840-849.
  30. Nollet, J.M. and Stafford Smith, B. (1993), "Behavior of curtailed wall-frame structures", J. Struct. Eng., ASCE, 119(10), 2835-2853. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:10(2835)
  31. Pan, P., Wu, S. and Nie, X. (2015), "A distributed parameter model of a frame pin-supported wall structure", Earthq. Eng. Struct. Dyn, 44(10), 1643-1659. https://doi.org/10.1002/eqe.2550
  32. Potzta, G. and Kollar, L.P. (2003), "Analysis of building structures by replacement sandwich beams", Int. J. Solid. Struct., 40(3), 535-553. https://doi.org/10.1016/S0020-7683(02)00622-4
  33. Quanfeng, W., Lingyun, W. and Qiangsheng, L. (1999), "Seismic response of stepped frame-shear wall structures by using numerical method", Comput. Method. Appl. Mech. Eng., 173(1), 31-39. https://doi.org/10.1016/S0045-7825(98)00253-9
  34. Rafezy, B., Zare, A. and Howson, W.P. (2007), "Coupled lateral -torsional frequencies of asymmetric, three dimensional frame structures", Int. J. Solid. Struct., 44(1), 128-144. https://doi.org/10.1016/j.ijsolstr.2006.04.019
  35. Rafezy, B. and Howson, W.P. (2008), "Vibration analysis of doubly asymmetric, three dimensional structures comprising wall and frame assemblies with variable cross section", J. Sound Vib., 318(1-2), 247-266. https://doi.org/10.1016/j.jsv.2008.04.018
  36. Reinoso, E. and Miranda, E. (2005), "Estimation of floor acceleration demands in high rise buildings during earthquakes", Struct. Des. Tall Spec. Build., 14(2), 107-130. https://doi.org/10.1002/tal.272
  37. Rodriguez, A.A. and Miranda, E. (2015), "Assesment of building behavior under near-fault pulse-like ground motions through simplified models", Soil Dyn. Earthq. Eng., 79, 47-58. https://doi.org/10.1016/j.soildyn.2015.08.009
  38. Rosman, R. (1964), "Approximate analysis of shear walls subject to lateral loads", Proc. Am. Concr. Inst., 61(6), 717-734.
  39. Rosman, R. (1974), "Stability and dynamics of shear -wall frame structures", Build. Sci., 9, 55-63. https://doi.org/10.1016/0007-3628(74)90040-1
  40. Rosman, R. (1981), "Buckling and vibrations of spatial building structures", Eng. Struct., 3(4), 194-202. https://doi.org/10.1016/0141-0296(81)90001-8
  41. Savassi, W. and Mancini, E. (2004), "One-dimensional finite element solution for tall building structures unified plane panels formulation", Struct. Des. Tall Spec. Build., 13(4), 315-333. https://doi.org/10.1002/tal.256
  42. Savassi, W. and Mancini, E. (2009), "One-dimensional finite element solution for non-uniform tall building structures and loading", Struct. Des. Tall Spec. Build., 18(4), 441-453. https://doi.org/10.1002/tal.445
  43. Stafford Smith, B. and Crowe, E. (1986), "Estimating periods of vibration of tall buildings", J. Struct. Eng., ASCE, 112(5), 1005-1019. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:5(1005)
  44. Swaddiwudhipong, S., Lee, L.S. and Zhou, Q. (2001), "Effect of the axial deformation on vibration of tall buildings", Struct. Des. Tall Build., 10(2), 79-91. https://doi.org/10.1002/tal.175
  45. Taghavi, S. and Miranda, E. (2005), "Approximate floor acceleration demands in multistorey buildings II: applications", J. Struct. Eng., ASCE, 131(2), 212-220. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(212)
  46. Tarjan, G. and Kollar, P.L. (2004), "Approximate analysis of building structures with identical stories subjected to earthquakes", Int. J. Solid. Struct., 41(5-6), 1411-1433. https://doi.org/10.1016/j.ijsolstr.2003.10.021
  47. Tekeli, H., Atimtay, E. and Turkmen, M. (2015), "An approximation method for design applications related to sway in RC framed buildings", Int J.Civ. Eng., 13(3), 321-330.
  48. Toutanji, H. (1997), "The effect of foundation flexibility on the interaction of walls and frames", Eng. Struct., 19(12), 1036-1042. https://doi.org/10.1016/S0141-0296(97)00046-1
  49. Wang, S.K. (1997), "Stiffness, stability and fundemantal period of coupled shear walls of variable thickness", Proc. Inst. Civ. Eng. Struct. Build., 122(3), 334-338. https://doi.org/10.1680/istbu.1997.29804
  50. Wang, Y., Arnaouti, C. and Guo, S. (2000), "A Simple approximate formulation for the first two frequencies of asymmetric wall-frame multi-storey building structures", J. Sound Vib., 236(1), 141-160. https://doi.org/10.1006/jsvi.2000.2984
  51. Wdowicki, J. and Wdowicka, E. (2012), "Analysis of shear wall structures of variable cross section", Struct. Des. Tall Spec. Build., 21(1), 1-15. https://doi.org/10.1002/tal.581
  52. Yang, D., Pan, J. and Li, G. (2010), "Interstory drift ratio of building structures subjected to near-fault ground motions based on generalized drift spectral analysis", Soil Dyn. Earthq. Eng., 30(11), 1182-1197. https://doi.org/10.1016/j.soildyn.2010.04.026
  53. Zalka, K.A. (2000), Global Structural analysis of Buildings, Taylor & Francis Group, Boca Raton, FL, USA.
  54. Zalka, K.A. (2001), "A simplified method for calculation of natural frequencies of wall-frame buildings", Eng. Struct., 23(12), 1544-1555. https://doi.org/10.1016/S0141-0296(01)00053-0
  55. Zalka, K.A. (2009), "A simple method for the deflection analysis of tall-wall-frame building structures under horizontal load", Struct. Des. Tall Spec. Build., 18(3), 291-311. https://doi.org/10.1002/tal.410
  56. Zalka, K.A. (2013), Structural analysis of regular multi-storey buildings, Taylor & Francis Group, Boca Raton, FL, USA.
  57. Zalka, K.A. (2014), "Maximum deflection of asymmetric wall-frame buildings under horizontal load", Per. Poly. Civ. Eng., 58(4), 1-10. https://doi.org/10.3311/PPch.7048

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