Earthquakes and Structures

  • 제20권1호
  • /
  • Pages.55-70
  • /
  • 2021
  • /
  • 2092-7614(pISSN)
  • /
  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic pounding between adjacent buildings considering soil-structure interaction

  • Raheem, Shehata E Abdel (Civil Engineering Dept., Faculty of Engineering, Assiut University) ;
  • Alazrak, Tarek M.A. (Nuclear Power Plants Authority (NPPA)) ;
  • AbdelShafy, Aly G.A. (Civil Engineering Dept., Faculty of Engineering, Assiut University) ;
  • Ahmed, Mohamed M. (Civil Engineering Dept., Faculty of Engineering, Assiut University) ;
  • Gamal, Yasser A.S. (Civil Engineering Dept., High Institute of Engineering Technology)
  • 투고 : 2020.07.21
  • 심사 : 2020.01.07
  • 발행 : 2021.01.25
⟨ 이전 논문 다음 논문 ⟩

초록

In urban cities, buildings were built in the neighborhood, these buildings influence each other through structure-soilstructure interaction (SSSI) and seismic pounding due to limited separation distance in-between. Generally, the effects of the interaction between soil and structure are disregarded during seismic design and analysis of superstructure. However, the system of soil-base adversely changes structural behavior and response demands. Thus, the vibration characteristics plus the seismic response of a building are not able to be independent of those in adjacent buildings. The interaction between structure, soil, and structure investigates the action of the attendance of adjacent buildings to the others by the interaction effect of the sub-soil under dynamic disturbances. The main purpose of this research is to analyze the effects of SSSI and seismic pounding on the behavior of adjacent buildings. The response of a single structure or two adjacent structures with shallow raft base lying on soft soil are studied. Three dimensions finite element models are developed to investigate the effects of pounding; gap distance; conditions of soil; stories number; a mass of adjacent building and ground excitation frequency on the seismic responses and vibration characteristics of the structures. The variation in the story displacement, story shear, and story moment responses demands are studied to evaluate the presence effect of the adjacent buildings. Numerical results acquired using conditions of soil models are compared with the condition of fixed support and adjacent building models to a single building model. The peak responses of story displacement, story moment, and story shear are studied.

키워드

참고문헌

  1. Abdel Raheem S.E. (2006), "Seismic pounding between adjacent building structures", Electronic J. Struct. Eng., 6, 66-74. https://doi.org/10.56748/ejse.659
  2. Abdel Raheem S.E. (2013), "Mitigation measures for seismic pounding effects on adjacent buildings responses", The 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Kos Island, Greece, June.
  3. Abdel Raheem S.E., Ahmed M.M. and Alazrak T.M. (2014), "Evaluation of soil-foundation-structure interaction effects on seismic response demands of multi-story MRF buildings on raft foundations", Int. J. Advan. Struct. Eng.,7, 11-30. https://doi.org/10.1007/s40091-014-0078-x
  4. Abdel Raheem S.E., Ahmed M.M. and Alazrak T.M. (2014), "Soilraft foundation-structure interaction effects on seismic performance of multi-story MRF buildings", Eng. Struct. Technol., 6(2), 43-61. https://doi.org/10.3846/2029882X.2014.972656.
  5. Abdel Raheem S.E., Ahmed, M.M.M., Ahmed, M.M., Abdel-Shafy, A.G.A. (2018b), "Evaluation of plan configuration irregularity effects on seismic response demands of L-shaped MRF buildings", Bull. Earthq. Eng., 16(9), 3845-3869. https://doi.org/10.1007/s10518-018-0319-7.
  6. Abdel Raheem, S.E. (2014), "Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings", Bull. Earthq. Eng., 12(4), 1705-1724. https://doi.org/10.1007/s10518-014-9592-2.
  7. Abdel Raheem, S.E. and Hayashikawa, T. (2013), "Soil-structure interaction modeling effects on seismic response of cable-stayed bridge tower", Int. J. Advan. Struct. Eng., 5 (8), 1-17. https://doi.org/10.1186/2008-6695-5-8.
  8. Abdel Raheem, S.E., Fooly, M.Y.M., AbdelShafy, A.G.A., Abbas, Y.A., Omar, M., AbdelLatif, M.M.S. and Mahmoud, S. (2018a), "Seismic pounding effects on adjacent buildings in series with different alignment configurations", Steel Compos. Struct., 28(3), 289-308. https://doi.org/10.12989/scs.2018.28.3.289.
  9. Abdel Raheem, S.E., Fooly, M.Y.M., AbdelShafy, A.G.A., Taha, A.M., Abbas, Y.A. and AbdelLatif, M.M.S. (2019a), "Numerical simulation of potential seismic pounding among adjacent buildings in series", Bull. Earthq. Eng., 17(1), 439-471. https://doi.org/10.1007/s10518-018-0455-0.
  10. Abdel Raheem, S.E., Fooly, M.Y.M., Omar, M. and Abdel Zaher, A.K. (2019b), "Seismic pounding effects on the adjacent buildings with eccentric alignment", Earthq. Struct., 16(6), 715-726. https://doi.org/10.12989/eas.2019.16.6.715.
  11. AIJ (1999), Design Guidelines for Earthquake Resistant Reinforced Concrete Structures, Architectural Institute of Japan, Tokyo.
  12. Al-Shayea, N. and Zeedan, H. (2012), "A new approach for estimating thickness of mat foundations under certain conditions", Arab J. Sci. Eng., 37, 277-290. https://doi.org/10.1007/s13369-012-0178-5.
  13. Alazrak T.M., Abdel Raheem, S.E. and Ahmed, M.M. (2014), Soil-Structure Interaction Effects on Seismic Response of Multi-Story Buildings on Raft Foundation, Master thesis, September 30, Faculty of Engineering, Assiut University, Egypt.
  14. Algreane, G.A., Osman, S.A., Karim, O.K. and Kasa, A. (2011), "Behavior of elevated concrete water tank subjected to artificial ground motion", Electron. J.Geotech.Eng.-EJGE, 16.
  15. Amiri, G.G., Shakouri, A., Veismoradi, S., Namiranian, P. (2017), "Effect of seismic pounding on buildings isolated by triple friction pendulum bearing", Earthq. Struct., 12(1), 35-45. http://doi.org/10.12989/eas.2017.12.1.035.
  16. Anastasopoulos, I., Drosos, V., Antonaki, N. and Rontogianni, A. (2012), "The role of soil-foundation-structure interaction on the performance of an existing 3-storey building: Shaking Table Testing", The 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
  17. Antonios K.F. and Papagiannopoulos, G.A. (2017), "On the seismic response of steel buckling-restrained braced structures including soil-structure interaction", Earthq. Struct., 12(4), 469-478. http://doi.org/10.12989/eas.2017.12.4.469.
  18. ASCE (2005), "Building code requirements for structural concrete (ASCE318-05) and Commentary (ASCE318R-05)", Amer. Concrete Institute, Farmington Hills, MI, U.S.A.
  19. Bybordiani, M. and Arici, T. (2019), "Structure-soil-structure interaction of adjacent buildings subjected to seismic loading", Earthq. Eng. Struct. Dyn., 48 (7), 731-748. http://doi.org/10.1002/eqe.3162.
  20. Chitte, C.J., Jadhav, A.S. and Kumavat, H.R. (2014), "Seismic pounding between adjacent building structures subjected to near field ground motion", Int. J. Res. Eng. Technol., 3(9).
  21. Computers & Structures Inc. (2016), "Extended Three-dimensional Analysis of Building Systems (ETABS)", Computer Software Package, Version 16.2.1, Berkeley US-CA.
  22. Computers & Structures Inc. (2016), ETABS, Integrated Finite Element Analysis and Design of Structures, User's Manual, CSI, Berkeley, California.
  23. Crowley, H. and Pinho, R. (2010), "Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis", Earthq. Eng. Struct. Dyn., 39, 223-235. http://doi.org/10.1002/eqe.949.
  24. Darmian, M.E.B., Moghaddam, M.A. and Naseri, H.R. (2011), "Soil-structure interaction in steel braced structures with foundation uplift", Int. J. Res. Review. Appl. Sci. -IJRRAS, 7(2), 185-191.
  25. EC8 (2004), Eurocode 8 - Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic actions, and rules for buildings, European Committee for Standardization, EN 1998-1, Brussels, Belgium.
  26. ECP-201 (2004), Egyptian Code for Calculating Loads and Forces in Structural Work and Masonry, Housing and Building National Research Center, Ministry of Housing, Utilities and Urban Planning, Cairo, Egypt.
  27. ECP-201 (2008), Egyptian Code for Calculating Loads and Forces in Structural Work and Masonry, Housing and Building National Research Center, Ministry of Housing, Utilities and Urban Planning, Cairo, Egypt.
  28. ECP-203 (2018), Egyptian Code for Design and Construction of Reinforced Concrete Structures, ECPCS-203, Housing and Building National Research Center, Ministry of Housing, Utilities and Urban Planning, Cairo, Egypt.
  29. Elwardany, H., Seleemah, A. and Jankowski, R. (2017), "Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels", Eng. Struct., 144(1), 139-150. http://doi.org/10.1016/j.engstruct.2017.01.078.
  30. Favvata, M.J. (2017), "Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding", Eng. Struct., 152, 643-659. http://doi.org/10.1016/j.engstruct.2017.09.025.
  31. Honnyal, T.M. and Suresh, H. (2014), "A study of seismic pounding between adjacent buildings", Int. J. Res. Eng. Technol., 3(9).
  32. IBC (2003), International Building Code International Code Council, West Flossmoor Road, Country Club Hills, USA.
  33. Jamal, K.A. and Vidyadhara, H.S. (2013), "Seismic pounding of multi storeyed buildings", Int. J. Res. Eng. Technol., IC-RICE Conference Issue.
  34. Karayannis, C.G. and Favvata, M.J. (2005), "Earthquake-induced interaction between adjacent reinforced concrete structures with non-equal heights", Earthq. Eng. Struct. Dyn., 34(1), 1-20. https://doi.org/10.1002/eqe.398.
  35. arayannis, C.G. and Naoum, M.C. (2018), "Torsional behavior of multistory RC frame structures due to asymmetric seismic interaction", Eng. Struct., 163, 93-111. https://doi.org/10.1016/j.engstruct.2018.02.038.
  36. Kharade, A.S., Kapadiya, S.V. and Belgaonkar, S.L. (2013), "Earthquake analysis of tall sky-pod structures by considering the soil Structure interaction effect", Int. J. Emerging Technol. Advan. Eng., 3(1), 447-454.
  37. Kunnath S.K. and Kalkan E. (2004), "Evaluation of seismic deformation demands using non-linear procedures in multistory steel and concrete moment frames", ISET J. Earthq. Technol., 41(1), 159-181.
  38. Kwon, O. and Kim, E.S. (2010), "Evaluation of building period formulas for seismic design", Earthq. Eng. Struct. Dyn., 39, 1569-1583. http://doi.org/10.1002/eqe.998.
  39. Mahmoud, S., Abd-Elhamed, A. and Jankowski, R. (2013), "Earthquake-induced pounding between equal height multistorey buildings considering soil-structure interaction", Bull. Earthq. Eng., 11(4), 1021-1048. http://doi.org/10.1007/s10518-012-9411-6
  40. Makhmalbaf, M.O., Alitalesh, M., Samani, M.Z. and Tutunchian M.A. (2011), "Parametric study on displacements of building considering the dynamic soil-structure interaction effects", Electronic J. Geotech. Eng., 16, 1617-1628.
  41. Mason, H.B., Trombetta, N.W., Chen, Z., Bray, J.D., Hutchinson T.C. and Kutter, B.L. (2013), "Seismic soil-foundation-structure interaction observed in geotechnical centrifuge experiments", Soil Dyn. Earthq. Eng., 48, 162-174. http://doi.org/10.1016/j.soildyn.2013.01.014.
  42. Mehta, D. and Gandhi, N.J. (2008), "Time response study of tall chimneys under the effect of soil structure Interaction and Long period earthquake Impulse", The 14th World Conference on Earthquake Engineering, Beijing, China, October.
  43. Menglin, L., Huaifeng, W., Xi, C. and Yongmei, Z. (2011), "Structure-soil-structure interaction: Literature review", Soil Dyn. Earthq. Eng., 1724:1731-1731. https://doi.org/10.1016/j.soildyn.2011.07.008.
  44. Mourad, S.A., Elattar, A.G., Megahid, H.A., Hosny, A.H., Elthahaby, K.M. and Riad, S. (2000), "Assessment of seismic effects on structures in Egypt and measures for mitigation", An Arabic study for the National Academy for Scientific Research and Technology.
  45. Naserkhaki, S., Farah, N.A., Abdul Aziz, F.N.A. and Pour Mohammad, H. (2012), "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.
  46. NBCC (2005), National Building Code of Canada, Canadian Commission on Building and Fire Codes, National Research Council of Canada (NRCC), Ottawa, Ont.
  47. NIST (2012), Soil-Structure Interaction for Building Structures, NEHRP Consultants Joint Venture A partnership of the Applied Technology Council and the Consortium of, GCR 12-917-21, prepared by the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering for the National Institute of Standards and Technology, Gaithersburg, Maryland.
  48. Pant, D.R. and Wijeyewickrema, A.C. (2010), "Seismic pounding between base isolated and fixed base reinforced concrete buildings", Second Multidisciplinary International Student Workshop (2nd MISW), August 56, Tokyo Institute of Technology, Japan.
  49. Pant, D.R. and Wijeyewickrema, A.C. (2011), "Pounding between base isolated and fixed base RC buildings during earthquakes", Eighth International Conference on Structural Dynamics (EURODYN2011), July 0406, Leuven, Belgium, pp. 404410.
  50. Pant, D.R. and Wijeyewickrema, A.C. (2012), "Influence of near fault ground motions and seismic pounding on the response of base isolated reinforced concrete buildings", Proceedings of the Ninth International Conference on Urban Earthquake Engineering (9CUEE) and Fourth Asia Conference on Earthquake Engineering (4ACEE), March 68, Tokyo, Japan.
  51. Pawar, P.D. and Murnal, P.B. (2014), "Effect of Seismic Pounding on Adjacent Blocks of Unsymmetrical Buildings Considering Soil-Structure Interaction", Int. J. Emerging Technol. Advan. Eng., 4(7).
  52. PEER (2012), Strong Motion Database, The Pacific Earthquake Engineering Research Center, http://peer.berkeley.edu/smcat/search.html.
  53. Raheem, S.E.A., Abdel Zaher, A.K. and Taha, A.M. (2018a), "Finite element modeling assumptions impact on seismic response demands of MRF-buildings", Earthq. Eng. Eng. Vib., 17(4), 821-834. http://doi.org/10.1007/s11803-018-0478-1.
  54. Raheem, S.E.A., Ahmed, M.M., Ahmed, M.M. and Abdel-Shafy, A.G.A. (2018b), "Seismic performance of L-Shaped Multi-Storey buildings with moment-resisting frames", Proceedings of the Institution of Civil Engineers: Structures and Buildings, 171(5), 395-408. http://doi.org/10.1680/jstbu.16.00122.
  55. Shrestha, B. (2013), "Effects of separation distance and nonlinearity on pounding response of adjacent structures", International Journal of Civil and Structural Engineering, 3(3),
  56. Skrekas, P., Sextos, A., Giaralis, A. (2014), "Influence of bidirectional seismic pounding on the inelastic demand distribution of three adjacent multi-storey R/C buildings", Earthquakes and Structures, 6 (1), 71-87 https://doi.org/10.12989/eas.2014.6.1.071
  57. Thuat D.V. (2012), "Strength reduction factor demands for building structures under different seismic levels", The Structural Design of Tall and Special Buildings, http://doi.org/:10.1002/tal.1018.
  58. UBC (1997), "Uniform Building Code, Vol. 2: Structural Engineering Design Provisions", International Conference of Building Officials (ICBO), Whittier, California.