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Numerical simulation of potential seismic pounding among adjacent buildings in series

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Abstract

Numerous urban seismic vulnerability studies have recognized pounding between adjacent structures as one of the main risks for neighbouring buildings due to the restricted separation distance. The seismic pounding could produce damages that range from slight non-structural to serious structural damage that could even head to a total collapse of buildings. Therefore, an assessment of the seismic pounding risk of buildings is indispensable in future calibration of seismic design code provisions. Thus, this study targets to draw useful recommendations for seismic design through the evaluation of the pounding effects on adjacent buildings. A numerical simulation is formulated to estimate the pounding effects on the seismic response demands of three adjacent buildings in series with different alignment configurations. Three adjacent buildings of 3-storey, 6-storey and 12-storey MRF buildings are combined together to produce three different alignment configurations; these configurations of adjacent buildings are subjected to nine ground motions that are absolutely compatible with the design spectrum. The nonlinear time-history is performed for the evaluation of the response demands of different alignment configurations of the adjacent buildings using structural analysis software ETABS. Various response parameters are investigated such as displacement, acceleration, storey shear force mean and maximum responses, impact force and hysteretic behaviour. Based on the obtained results, it has been concluded that the severity of the seismic pounding effects depends on the vibration characteristic of the adjacent buildings, the input excitation characteristic and whether the building has interior or exterior alignment position, thus either exposed to one or two-sided impacts. Seismic pounding among adjacent buildings induces greater shear force and acceleration response demands at different story levels for the high rise building, while the response could be reduced in the short buildings compared to that of no-pounding case. The effect of poundings of adjacent buildings seems to be critical for most of the cases and, therefore, the structural pounding phenomenon is rather detrimental than beneficial.

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References

  • Abdel Raheem SE (2006) Seismic pounding between adjacent building structures. Electron J Struct Eng 6:66–74

    Google Scholar 

  • Abdel Raheem SE (2009) Pounding mitigation and unseating prevention at expansion joint of isolated multi-span bridges. Eng Struct 31(10):2345–2356

    Article  Google Scholar 

  • Abdel Raheem SE (2013a) Evaluation and mitigation of earthquake induced pounding effects on adjacent buildings performance. In: 2013 World Congress on Advances in Structural Engineering and Mechanics—ASEM13 Congress, Jeju, Korea, Paper ID. MS509_201, 8–12 Sept

  • Abdel Raheem SE (2013b) Mitigation measures for seismic pounding effects on adjacent buildings responses. In: 4th conference of computational mechanics, structural dynamics and earthquake engineering—COMPDYN 2013, Kos Island, Greece, Paper ID. 1699, 12–14 June

  • Abdel Raheem SE (2014) Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings. Bull Earthq Eng 12:1705–1724

    Article  Google Scholar 

  • Abdel Raheem SE, Hayashikawa T (2013) Mitigation measures for expansion joint effects on seismic performance of bridge structures. In: The 13th East Asia-Pacific conference on structural engineering and construction (EASEC-13), Sapporo, Japan, Paper no. 286, 11–13 Sept

  • Abdel Raheem SE, Ahmed MMM, Ahmed MM, Abdel-shafy AGA (2018a) 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

    Article  Google Scholar 

  • Abdel Raheem SE, Fooly MYM, Abdel Shafy AGA, Abbas YA, Omar M, Abdel Latif MMS, Mahmoud S (2018b) 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

    Google Scholar 

  • Abrahamson N (2006) Program SeismoMatch v2–software capable of adjusting earthquake accelerograms to match a specific design response spectrum, using the wavelets algorithm proposed

  • American Society of Civil Engineers (ASCE) (2010) Minimum design loads for buildings and other structures. In: ASCE/SEI standard 7-10. American Society of Civil Engineers, Reston

  • American Society of Civil Engineers (ASCE) (2013) Seismic rehabilitation of existing buildings—ASCE/SEI 41-13. American Society of Civil Engineers (ASCE), Reston

  • Anagnostopoulos SA (1988) Pounding of buildings in series during earthquakes. Earthq Eng Struct Dyn 16:443–456

    Article  Google Scholar 

  • Anagnostopoulos SA, Karamaneas CE (2008) Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquake-induced pounding. Earthq Eng Struct Dyn 37(12):1371–1388

    Article  Google Scholar 

  • Anagnostopoulos SA, Spiliopoulos KV (1992) An investigation of earthquake induced pounding between adjacent buildings. Earthq Eng Struct Dyn 21:289–302

    Article  Google Scholar 

  • Athanassiadou CJ, Penelis G, Kappos AJ (1994) Seismic response of adjacent buildings with similar or different dynamic characteristics. Earthq Spectra 10:293–317

    Article  Google Scholar 

  • Aykutozdemir (2018) http://www.aykutozdemir.com.tr/insaat/cekicleme-etkisi.html/cekicleme-etkisi-2-2. Accessed May 2018

  • Bertero VV (1987) Observations on structural pounding. In: Cassaro MA, Martinez Romero E (eds) The Mexico earthquakes-1985: factors involved and lessons learned. ASCE, New York, pp 264–278

    Google Scholar 

  • Building Seismic Safety Council (BSSC) (2009) NEHRP recommended provisions for the development of seismic regulations for new buildings and other structures—FEMA P-750. Federal Emergency Management Agency, Washington

    Google Scholar 

  • Bull D, Dhakal R, Cole G, Carr A (2010) Building pounding state of the art: Identifying structures vulnerable to pounding damage. New Zealand society for earthquake engineering annual conference, paperP11

  • Bureau of Indian Standards (IS) (2002) Indian standard criteria for earthquake resistant design of structures, part 1—general provisions and buildings, IS 1893, 5th edn. BIS, New Delhi

    Google Scholar 

  • Cole G, Bull D, Dhakal R, Carr A (2010) Interbuilding pounding damage observed in the 2010 Darfield earthquake. Bull N Z Soc Earthq Eng 43(4):382–386

    Google Scholar 

  • Cole G, Dhakal R, Carr A, Bull D (2011) Case studies of observed pounding damage during the 2010 Darfield earthquake. In: 9th Pacific conference on earthquake engineering building an earthquake-resilient society, Auckland, New Zealand, pp 14–16

  • Cole GL, Dhakal RP, Turner FM (2012) Building pounding damage observed in the 2011 Christchurch earthquake. Earthq Eng Struct Dyn 41(5):893–913. https://doi.org/10.1002/eqe.1164

    Article  Google Scholar 

  • Computers and Structures Inc. (CSI) (2013) CSI analysis reference manual for SAP2000, ETABS, and SAFE. Computers and Structures Inc., Walnut Creek

    Google Scholar 

  • Computers and Structures Inc. (CSI) (2016) ETABS2016 v16.0.0: extended three dimensional analysis of building systems. Computers and Structures Inc., Berkeley

    Google Scholar 

  • Davis R (1992) Pounding of buildings modelled by an impact oscillator. Earthq Eng Struct Dyn 21:253–274

    Article  Google Scholar 

  • DesRoches R, Muthukumar S (2002) Effect of pounding and restrainers on seismic response of multiple-frame bridges. J Struct Eng 128:860–869

    Article  Google Scholar 

  • Efraimiadou S, Hatzigeorgiou GD, Beskos DE (2013) Structural pounding between adjacent buildings subjected to strong ground motions. Part I: the effect of different structures arrangement. Earthq Eng Struct Dyn 42(10):1509–1528

    Article  Google Scholar 

  • Elwardany H, Seleemah A, Jankowski R (2017) Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels. Eng Struct 144(1):139–150

    Article  Google Scholar 

  • European committee for Standardization (ECS) (2004) EC8: design of structures for earthquake resistance: general rules seismic actions and rules for buildings (EN 1998-1). ECS, Brussels

    Google Scholar 

  • Favvata MJ (2017) Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding. Eng Struct 152:643–659

    Article  Google Scholar 

  • Federal Emergency Management Agency (FEMA) (2000) Prestandard and commentary for the seismic rehabilitation of buildings—FEMA 356. SAC Joint Venture, the Federal Emergency Management Agency, USA

  • Garcia DL (2004) Separation between adjacent nonlinear structures for prevention of seismic pounding. In: 13th world conference on earthquake engineering, Vancouver, CA, pp 1–6

  • Guo A, Li Z, Li H, Ou J (2009) Experimental and analytical study on pounding reduction of base-isolation highway bridges using MR dampers. Earthq Eng Struct Dyn 38(11):1307–1333

    Article  Google Scholar 

  • Guo A, Cui T, Li H (2012) Impact stiffness of the contact-element models for the pounding analysis of highway bridges: experimental evaluation. J Earthq Eng 16(8):1132–1160

    Article  Google Scholar 

  • Housing and Building National Research Center (ECP) (1993) ECP-201: Egyptian code for calculating loads and forces in structural work and masonry. Ministry of Housing, Utilities and Urban Planning, Cairo

    Google Scholar 

  • Housing and Building National Research Center (ECP) (2007) ECP-203: Egyptian code for design and construction of reinforced concrete structures. Ministry of Housing, Utilities and Urban Planning, Cairo

    Google Scholar 

  • Housing and Building National Research Center (ECP) (2008) ECP-201: Egyptian code for calculating loads and forces in structural work and masonry. Ministry of Housing, Utilities and Urban Planning, Cairo

    Google Scholar 

  • Inel M, Ozmen H, Akyol E (2013) Observations on the building damages after 19 May 2011 Simav (Turkey) earthquake. Bull Earthq Eng 11:255–283

    Article  Google Scholar 

  • International Code Council (ICC) (2009) IBC: international building code. International Code Council (ICC), Birmingham

    Google Scholar 

  • International Conference of Building Officials (ICBO) (1997) UBC97: uniform building code. In: Structural engineering design provisions, vol 2. Whittier, CA

  • Jankowski R (2006) Pounding force response spectrum under earthquake excitation. Eng Struct 28:1149–1161

    Article  Google Scholar 

  • Jankowski R (2009) Non-linear FEM analysis of earthquake-induced pounding between the main building and the stairway tower of the Olive View Hospital. Eng Struct 31(8):1851–1864

    Article  Google Scholar 

  • Jankowski R (2010) Experimental study on earthquake-induced pounding between structural elements made of different building materials. Earthq Eng Struct Dyn 39:343–354

    Google Scholar 

  • Jeng V, Tzeng WL (2000) Assessment of seismic pounding hazard for Taipei City. Eng Struct 22(5):459–471

    Article  Google Scholar 

  • Jeng V, Kasai K, Maison BF (1992) A spectral difference method to estimate building separations to avoid pounding. Earthq Spectra 8:201–223

    Article  Google Scholar 

  • John A. Martin & Associates, Inc. (Johnmartin) (2018) Earthquake damage, Mexico City, September 19, 1985. http://www.johnmartin.com/earthquakes/eqshow/647003_08.htm. Accessed May 2018

  • Karayannis CG, Favvata MJ (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

    Article  Google Scholar 

  • Kasai K, Maison BF (1991) Observation of structural pounding damage from 1989 Loma Prieta earthquake. In: 6th Canadian conference of earthquake engineering, pp 735–742

  • Kasai K, Maison BF (1997) Building pounding damage during the 1989 Loma Prieta earthquake. Eng Struct 19:195–207

    Article  Google Scholar 

  • Kawashima K, Shoji G (2000) Effect of restrainers to mitigate pounding between adjacent decks subjected to a strong ground motion. In: 12th world conference on earthquake engineering, New Zealand, Auckland, Paper no. 1435

  • Kawashima K, Unjoh S, Hoshikuma JI, Kosa K (2011) Damage of bridges due to the 2010 Maule, Chile, earthquake. J Earthq Eng 15:1036–1068

    Article  Google Scholar 

  • Khatiwada S, Chouw N (2013) A shake table investigation on interaction between buildings in a row. Coupled Syst Mech 2(2):175–190

    Article  Google Scholar 

  • Komodromos P, Polycarpou P, Papaloizou L, Phocas MC (2007) Response of Seismically Isolated Buildings Considering Poundings. Earthq Eng Struct Dyn 36(12):1605–1622

    Article  Google Scholar 

  • Kwon OS, Kim ES (2010) Evaluation of building period formulas for seismic design. Earthq Eng Struct Dyn 39(14):1569–1583

    Article  Google Scholar 

  • Mahmoud S, Jankowski R (2011) Linear viscoelastic modelling of damage-involved structural pounding during earthquakes. Key Eng Mater 452:357–360

    Google Scholar 

  • Maison BF, Kasai K (1992) Dynamics of pounding when two buildings collide. Earthq Eng Struct Dyn 21:771–786

    Article  Google Scholar 

  • Mander JB, Priestley MJN, Park R (1988) Theoretical stress–strain model for confined concrete. J Struct Eng 114(8):1804–1826

    Article  Google Scholar 

  • Naserkhaki S, Ghorbania SD, Tolloeib DT (2013) Heavier adjacent building pounding due to earthquake excitation. Asian J Civ Eng (BHRC) 14(2):349–367

    Google Scholar 

  • National Centers for Environmental Information (NCEI) (2018) ftp://ftp.ngdc.noaa.gov/hazards/cdroms/geohazards_v2/images/647003/jpg/64700308.jpg. Accessed May 2018

  • National Research Council of Canada (NRCC) (2005) NBCC: national building code of Canada, 12th edn. Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa

    Google Scholar 

  • Openquake (2018) GEM—global earthquake model building taxonomy. https://taxonomy.openquake.org/terms/pounding-potential-pop. Accessed May 2018

  • Ozmen HB, Inel M, Cayci BT (2013) Engineering implications of the RC building damages after 2011 Van earthquakes. Earthq Struct 5(3):297–319. https://doi.org/10.12989/eas.2013.5.3.297.297

    Article  Google Scholar 

  • Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records and nonlinear responses. Earthq Spectra 14(3):469–500

    Article  Google Scholar 

  • Pacific Earthquake Engineering Research Center (PEER) (2013). PEER NGA-West2 database. PEER report 2013/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley

  • Papadrakakis M, Mouzakis H (1995) Earthquake simulator testing of pounding between adjacent buildings. Earthq Eng Struct Dyn 24:811–834

    Article  Google Scholar 

  • Polycarpou P, Komodromos P (2010) Earthquake-induced poundings of a seismically isolated building with adjacent structures. Eng Struct, Special Issue: Learning from structural failures 32(7):1937–1951

  • Rosenblueth E (1986) The 1985 earthquake: causes and effects in Mexico City. Concrete J 8:23–24

    Google Scholar 

  • Shakya K, Wijeywickrema AC, Ohmachi T (2008) Mid-column seismic pounding of reinforced concrete buildings in a row considering effects of soil. In: 14th WCEE, Beijing, Paper ID 05-01-0056

  • Somerville PG (1998) Emerging art: earthquake ground motion. Geotech Earthq Eng Soil Dyn III ASCE Geotech Spec Publ 75(1):1–38

    Google Scholar 

  • Watanabe G, Kawashima K (2004) Numerical simulation of pounding of bridge decks. In: The 13th world conference on earthquake engineering, Vancouver, BC, Canada

Download references

Acknowledgements

The authors would also like to record their indebtedness and thankfulness to the reviewers for their valuable and fruitful comments as well as for their powerful reading and suggestions. The financial support by Scientific Research Deanship, Taibah University Grant No. 7128/436 is gratefully acknowledged.

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Authors and Affiliations

  1. Civil Engineering Department, Engineering College, Taibah University, P.O. 344, Madinah, 41411, Saudi Arabia

    Shehata E. Abdel Raheem & Ahmed M. Taha

  2. Civil Engineering Department, Faculty of Engineering, Assiut University, Assiut, 71516, Egypt

    Shehata E. Abdel Raheem, Mohammed Y. M. Fooly, Aly G. A. Abdel Shafy, Yousef A. Abbas & Mohamed M. S. Abdel Latif

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  1. Shehata E. Abdel Raheem
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  2. Mohammed Y. M. Fooly
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Correspondence to Shehata E. Abdel Raheem.

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Abdel Raheem, S.E., Fooly, M.Y.M., Abdel Shafy, A.G.A. et al. Numerical simulation of potential seismic pounding among adjacent buildings in series. Bull Earthquake Eng 17, 439–471 (2019). https://doi.org/10.1007/s10518-018-0455-0

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