Structural Engineering and Mechanics

  • 제52권3호
  • /
  • Pages.573-593
  • /
  • 2014
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Pounding between adjacent buildings of varying height coupled through soil

  • Naserkhaki, Sadegh (Department of Civil and Environmental Engineering, Faculty of Engineering, University of Alberta) ;
  • El-Rich, Marwan (Department of Civil and Environmental Engineering, Faculty of Engineering, University of Alberta) ;
  • Aziz, Farah N.A. Abdul (Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia) ;
  • Pourmohammad, Hassan (Department of Civil Engineering, Faculty of Engineering, Islamic Azad University)
  • 투고 : 2013.02.20
  • 심사 : 2014.07.20
  • 발행 : 2014.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

Pounding between adjacent buildings is a significant challenge in metropolitan areas because buildings of different heights collide during earthquake excitations due to varying dynamic properties and narrow separation gaps. The seismic responses of adjacent buildings of varying height, coupled through soil subjected to earthquake-induced pounding, are evaluated in this paper. The lumped mass model is used to simulate the buildings and soil, while the linear visco-elastic contact force model is used to simulate pounding forces. The results indicate while the taller building is almost unaffected when the shorter building is very short, it suffers more from pounding with increasing height of the shorter building. The shorter building suffers more from the pounding with decreasing height and when its height differs substantially from that of the taller building. The minimum required separation gap to prevent pounding is increased with increasing height of the shorter building until the buildings become almost in-phase. Considering the soil effect; pounding forces are reduced, displacements and story shears are increased after pounding, and also, minimum separation gap required to prevent pounding is increased.

키워드

참고문헌

  1. Abdel Raheem, S.E. (2006), "Seismic pounding between adjacent building structures", Elect. J. Struct. Eng., 6, 66-74.
  2. Anagnostopoulos, S.A. (1988), "Pounding of buildings in series during earthquakes", Earthq. Eng. Struct. Dyn., 16, 443-456. https://doi.org/10.1002/eqe.4290160311
  3. Anagnostopoulos, S.A. and Spiliopoulos, K.V. (1992), "An investigation of earthquake induced pounding between adjacent buildings", Earthq. Eng. Struct. Dyn., 21, 289-302. https://doi.org/10.1002/eqe.4290210402
  4. Celebi, M., Bazzurro, P., Chiaraluce, L., Clemente, P., Decanini, L., DeSortis, A., Ellsworth, W., Gorini, A., Kalkan, E., Marcucci, S., Milana, G., Mollaioli, F., Olivieri, M., Paolucci, R., Rinaldis, D., Rovelli, A., Sabetta, F. and Stephens, C. (2010), "Recorded motions of the 6 April 2009 Mw 6.3 L'Aquila, Italy, earthquake and implications for building structural damage: overview", Earthq. Spectra, 26(3), 651-684. https://doi.org/10.1193/1.3450317
  5. Clough, R.W. and Penzien, J. (2003), Dynamics of Structures, 3rd Edition, Computers and Structures Inc., California, USA.
  6. Cole, G.L., Dhakal, R.P. and Turner, F.M. (2012), "Building pounding damage observed in the 2011 Christchurch earthquake", Earthq. Eng. Struct. Dyn., 41, 893-913. https://doi.org/10.1002/eqe.1164
  7. DesRoches, R. and Muthukumar, S. (2002), "Effect of pounding and restrainers on seismic response of multiple-frame bridges", J. Struct. Eng., 128(7), 860-869. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(860)
  8. Favvata, M.J., Karayannis, C.G. and Liolios, A.A. (2009), "Influence of exterior joint effect on the interstory pounding interaction of structures", Struct. Eng. Mech., 33(2), 113-136. https://doi.org/10.12989/sem.2009.33.2.113
  9. Filiatrault, A., Wagner, P. and Cherry, S. (1995), "Analytical prediction of experimental building pounding", Earthq. Eng. Struct. Dyn., 24, 1131-1154. https://doi.org/10.1002/eqe.4290240807
  10. IBC (2009), International Building Code, International Code Council Inc., Country Club Hills, Illinois, USA.
  11. INBC (2005), Loading Chapter: Iranian National Building Code, Building and Housing Research Center, Tehran, Iran.
  12. Jeng, V. and Tzeng, W.L. (2000), "Assessment of seismic pounding hazard for Taipei city", Eng. Struct., 22, 459-471. https://doi.org/10.1016/S0141-0296(98)00123-0
  13. Jeng, V. and Kasai, K. (1996), "Spectral relative motion of two structures due to seismic travel waves", J Struct. Eng., 122(10), 1128-1135. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:10(1128)
  14. Kasai, K. and Maison, B.F. (1997), "Building pounding damage during the 1989 Loma Prieta earthquake", Eng. Struct., 19(3), 195-207. https://doi.org/10.1016/S0141-0296(96)00082-X
  15. Karayannis, C.G. and Favvata, M.J. (2005a), "Earthquake induced interaction between adjacent reinforced concrete structures with non equal heights", Earthq. Eng. Struct. Dyn., 34, 1-20. https://doi.org/10.1002/eqe.398
  16. Karayannis, C.G. and Favvata, M.J. (2005b), "Inter-story pounding between multistory reinforced concrete structures", Struct. Eng. Mech., 20(5), 505-526. https://doi.org/10.12989/sem.2005.20.5.505
  17. Komodromos, P., Polycarpou, P.C., Papaloizou, L. and Phocas, M.C. (2007), "Response of seismically isolated buildings considering poundings", Earthq. Eng. Struct. Dyn., 36:1605-1622. https://doi.org/10.1002/eqe.692
  18. Maison, B.F. and Kasai, K. (1990), "Analysis for type of structural pounding", J. Struct. Eng., 116(4), 957-977. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:4(957)
  19. Maison, B.F. and Kasai, K. (1992), "Dynamics of pounding when two buildings collide", Earthq. Eng. Struct. Dyn., 21, 771-786. https://doi.org/10.1002/eqe.4290210903
  20. Mirtaheri, S.M., Zandi, A.P., Mavandadi, S., Daryan, A.S. and Ziaei, M. (2012), "Study the possibility of seismic collision between adjacent structures: a case study of Karimkhan avenue in Tehran", Struct. Design Tall Spec. Build., 21(3), 194-214. https://doi.org/10.1002/tal.587
  21. Mix, D., Kijewski-Correa, T. and Taflanidis, A.A. (2011), "Assessment of residential housing in Leogane, Haiti, and identification of needs for rebuilding after the January 2010 earthquake", Earthq. Spectra, 27(S1), 299-322. https://doi.org/10.1193/1.3637942
  22. Mouzakis, H.P. and Papadrakakis, M. (2004), "Three dimensional nonlinear building pounding with friction during earthquakes", J. Earthq. Eng., 8(1), 107-132.
  23. Mulliken, J.S. and Karabalis, D.L. (1998), "Discrete model for dynamic through-the-soil coupling of 3D foundations and structures", Earthq. Eng. Struct. Dyn., 27, 687-710. https://doi.org/10.1002/(SICI)1096-9845(199807)27:7<687::AID-EQE752>3.0.CO;2-O
  24. Muthukumar, S. and DesRoches, R. (2006), "A hertz contact model with non-linear damping for pounding simulation", Earthq. Eng. Struct. Dyn., 35, 811-828. https://doi.org/10.1002/eqe.557
  25. Naserkhaki, S., Abdul Aziz, F.N. and Pourmohammad, H. (2012a), "Earthquake induced pounding between adjacent buildings considering soil structure interaction", Earthq. Eng. Eng. Vib., 11(3), 343-358. https://doi.org/10.1007/s11803-012-0126-0
  26. Naserkhaki, S., Abdul Aziz, F.N. and Pourmohammad, H. (2012b), "Parametric study on earthquake induced pounding between adjacent buildings", Struct. Eng. Mech., 43(4), 503-526. https://doi.org/10.12989/sem.2012.43.4.503
  27. Naserkhaki, S., Daneshvar-Ghorbani, S. and Tayyebi-Tolloei, D. (2013a), "Heavier adjacent building pounding due to earthquake excitation", Asian J. Civil Eng. (BHRC), 14(2), 349-367.
  28. Naserkhaki, S., El-Rich, M., Abdul Aziz, F.N. and Pourmohammad, H. (2013b), "Separation gap, a critical factor in earthquake induced pounding between adjacent buildings", Asian J. Civil Eng. (BHRC), 14(6), 881-898.
  29. Naserkhaki, S. and Pourmohammad, H. (2012), "SSI and SSSI effects in seismic analysis of twin buildings: discrete model concept", J. Civil Eng. Manag., 18(6), 890-898. https://doi.org/10.3846/13923730.2012.734850
  30. Newmark, N.M. (1959), "A method of computation for structural dynamics", J. Eng. Mech., 85, 67-94.
  31. Nguyen, D.T., Noah, S.T. and Kettleborough, C.F. (1986), "Impact behaviour of an oscillator with limiting stops, Part I: a parametric study", J. Sound Vib., 109(2), 293-307. https://doi.org/10.1016/S0022-460X(86)80010-4
  32. Padron, L.A., Aznarez, J.J. and Maeso, O. (2009), "Dynamic structure soil structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model", Soil Dyn. Earthq. Eng., 29, 1084-1096. https://doi.org/10.1016/j.soildyn.2009.01.001
  33. Polycarpou, P.C. and Komodromos, P. (2010), "Earthquake induced poundings of a seismically isolated building with adjacent structures", Eng. Struct., 32, 1937-1951. https://doi.org/10.1016/j.engstruct.2010.03.011
  34. Rahman, A.M., Carr, A.J. and Moss, P.J. (2001), "Seismic pounding of a case of adjacent multiple-story building of differing total heights considering soil flexibility effects", Bull. New Zealand Soc. Earthq. Eng., 34(1), 40-59.
  35. Rajalingham, C. and Rakheja, S. (2000), "Analysis of impact force variation during collision of two bodies using a single degree of freedom system model", J. Sound Vib., 229(4), 823-835. https://doi.org/10.1006/jsvi.1999.2523
  36. Rosenblueth, E. and Meli, R. (1986), "The 1985 earthquake: causes and effects in Mexico City", Concrete Int., ACI, 8(5), 23-36.
  37. Ruangrassamee, A. and Kawashima, K. (2003), "Control of nonlinear bridge response with pounding effect by variable dampers", Eng. Struct., 25, 593-606. https://doi.org/10.1016/S0141-0296(02)00169-4
  38. Savin, E. (2003), "Influence of free field variability on linear Soil-Structure Interaction (SSI) by indirect integral representation", Earthq. Eng. Struct. Dyn., 32, 49-69. https://doi.org/10.1002/eqe.214
  39. Shakya, K. and Wijeyewickrema, A.C. (2009), "Mid-column pounding of multi-story reinforced concrete buildings considering soil effects", Adv. Struct. Eng., 12(1), 71-85. https://doi.org/10.1260/136943309787522687
  40. TBC.(1997), Seismic Provisions: Taiwan Building Code, Construction and Planning Administration Ministry of Interior, Taiwan.
  41. Zhao, B., Taucer, F. and Rossetto, T. (2009), "Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China", Eng. Struct., 31, 1707-1723. https://doi.org/10.1016/j.engstruct.2009.02.039
  42. Zhu, P., Abe, M. and Fujino, Y. (2002), "Modelling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders", Earthq. Eng. Struct. Dyn., 31, 1891-1913. https://doi.org/10.1002/eqe.194

피인용 문헌

  1. Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding vol.152, 2017, https://doi.org/10.1016/j.engstruct.2017.09.025
  2. Evaluation of required seismic gap between adjacent buildings in relation to the Egyptian Code vol.78, pp.2, 2014, https://doi.org/10.12989/sem.2021.78.2.219
  3. Seismic pounding effects on typical building structures considering soil-structure interaction vol.34, pp.None, 2014, https://doi.org/10.1016/j.istruc.2021.08.133