Browse > Article
http://dx.doi.org/10.12989/eas.2019.16.1.069

Residual displacement estimation of simple structures considering soil structure interaction  

Aydemir, Muberra Eser (Department of Civil Engineering, Istanbul Aydin University)
Aydemir, Cem (Department of Civil Engineering, Istanbul Aydin University)
Publication Information
Earthquakes and Structures / v.16, no.1, 2019 , pp. 69-82 More about this Journal
Abstract
As the residual displacement and/or drift demands are commonly used for seismic assessment of buildings, the estimation of these values play a very critical role through earthquake design philosophy. The residual displacement estimation of fixed base structures has been the topic of numerous researches up to now, but the effect of soil flexibility is almost always omitted. In this study, residual displacement demands are investigated for SDOF systems with period range of 0.1-3.0 s for near-field and far-field ground motions for both fixed and interacting cases. The elastoplastic model is used to represent non-degrading structures. Based on time history analyses, a new simple yet effective equation is proposed for residual displacement demand of any system whether fixed base or interacting as a function of structural period, lateral strength ratio and spectral displacement.
Keywords
residual displacement; soil structure interaction; spectral displacement; lateral strength ratio;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 SEAOC (1995), "Vision 2000: Performance based seismic engineering of buildings", Volume I, Technical Report, Structural Engineers Association of California, Sacramento, California.
2 StatSoft Inc (1995), STATISTICA V 12.0 for Windows, Tulsa, OK, USA.
3 Veletsos, A.S. (1977), Dynamics of Structure-Foundation Systems, Structural Geotechnical Mechanics., Ed. W.J. Hall, Prentice-Hall, Englewood Cliffs, NJ.
4 Wolf, J.P. (1994) Foundation Vibration Analysis using Simple Physical Models, Prentice-Hall, Englewood Cliffs, NJ.
5 Wolf, J.P. (1997) "Spring-dashpot-mass models for foundation vibrations", Earthq. Eng. Struct. Dyn., 26, 931-949.   DOI
6 Yazgan, U. and Dazio, A. (2011), "Simulating maximum and residual displacements of RC structures: II. Sensitivity", Earthq. Spectra, 27(4), 1203-1218.   DOI
7 Applied Technology Council (1996), ATC 40: The Seismic Evaluation and Retrofit of Concrete Buildings, 2 Volumes, Redwood City, California.
8 Applied Technology Council (2008), ATC 63: Quantification of Building Seismic Performance Factors, Redwood City, California.
9 Applied Technology Council (ATC) (1984), Tentative Provisions for the Development of Seismic Regulations for Buildings, ATC-3-06, Redwood City, California.
10 Aviles, J. and Perez-Rocha, L.E. (2003), "Soil structure interaction on yielding systems", Earthq. Eng. Struct. Dyn., 32, 1749-1771.   DOI
11 Aviles, J. and Perez-Rocha, L.E. (2005), "Design concepts for yielding structures on flexible foundation", Eng. Struct., 27, 443-454.   DOI
12 Aviles, J. and Perez-Rocha, L.E. (2005), "Influence of foundation flexibility on $R{\mu}$ and $C{\mu}$ factors", J. Struct. Eng., ASCE, 131, 221-230.   DOI
13 Aviles, J. and Perez-Rocha, L.E. (2011), "Use of global ductility for design of structure-foundation systems", Soil Dy. Earthq. Eng., 31, 1018-1026.   DOI
14 Aydemir, M.E. (2013), "Soil structure interaction effects on structural parameters for stiffness degrading systems built on soft soil sites", Struct. Eng. Mech., 45(5), 655-676.   DOI
15 Baker, J.W. (2007) "Quantitative classification of near-fault ground motions using wavelet analysis", Bull. Seismol. Soc. Am., 97(5), 1486-1501.   DOI
16 Borzi, B., Calvi, G.M., Elnashai, A.S., Faccioli, E. and Bommer, J. (2001) "Inelastic spectra for displacement-based seismic design", Soil Dyn. Earthq. Eng., 21(1), 47-61.   DOI
17 Chopra, A.K. and Gutierrez, J.A. (1974), "Earthquake response analysis of multistorey building including foundation interaction", Earthq. Eng. Struct. Dyn., 3, 65-77.   DOI
18 D'Ambrisi, A. and Mezzi, M. (2015), "Design value estimate of the residuals of the seismic response parameters of RC frames", Bull. Earthq. Eng., 13(5), 1491-1511.   DOI
19 Dai, K., Wang, J., Li, B. and Hong, H.P. (2017). "Use of residual drift for post-earthquake damage assessment of RC buildings", Eng. Struct., 147, 242-255.   DOI
20 Eser, M., Aydemir, C. and Ekiz, I. (2012), "Inelastic displacement ratios for structures with foundation flexibility", KSCE J. Civil Eng., 16(1), 155-162.   DOI
21 Eser, M., Aydemir, C. and Ekiz, L. (2012), "Soil structure interaction effects on strength reduction factors", Struct. Eng. Mech, 41(3), 365-378.   DOI
22 Eurocode-8 (1994), "Design provisions for earthquake resistance of structures", European Committee for Standardization, ENV, 1998-1-1/2/3.
23 Farrow, K.T. and Kurama, Y.T. (2003), "SDOF demand index relationships for performance-based design", Earthq. Spectra, 19(4), 799-838.   DOI
24 Federal Emergency Management Agency (2000), NEHRP Guidelines for the Seismic Rehabilitation of Buildings, FEMA356, Washington, DC.
25 Federal Emergency Management Agency (2003), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and other Structures, FEMA 450, Washington, DC.
26 Federal Emergency Management Agency (2012), Seismic Performance Assessment of Buildings, Vol. 1-2, FEMA P-58. Washington, DC.
27 Ghannad, M.A. and Ahmadnia, A. (2002), "The effect of soil-structure interaction on the ductility demand of structures", Proceedings of the 12th European Conference on Earthquake Engineering, Paper 588, London, UK.
28 Ghannad, M.A. and Ahmadnia, A. (2006), "The effect of soil-structure interaction on inelastic structural demands", J. Eur. Earthq. Eng., 20(1), 23-35.
29 Ghannad, M.A. and Jahankhah, H. (2004), "Strength reduction factors considering soil-structure interaction", Proceedings of the 13th World Conference on Earthquake Engineering, Paper 2331, Vancouver, Canada.
30 Ghannad, M.A. and Jahankhah, H. (2007), "Site-dependent strength reduction factors for soil structure systems", Soil Dyn. Earthq. Eng., 27, 99-110.   DOI
31 Hatzigeorgiou, G.D., Papagiannopoulos, G.A. and Beskos, D.E. (2011), "Evaluation of maximum seismic displacements of SDOF systems from their residual deformation", Eng. Struct., 33, 3422-3431.   DOI
32 Ji, D., Wen, W., Zhai, C. and Katsanos, E. (2018), "Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soils", Soil Dyn. Earthq. Eng., 115, 331-335.   DOI
33 Kawashima, K., MacRae, G.A., Hoshikuma, J. and Nagaya, K. (1998), "Residual displacement response spectrum", J. Struct. Eng., ASCE, 124(5), 523-530.   DOI
34 Liossatou, E. and Fardis, M.N. (2014), "Residual displacements of RC structures as SDOF systems", Earthq. Eng. Struct. Dyn., 44(5), 713-734.   DOI
35 MacRae, G.A. and Kawashima, K. (1997), "Post-earthquake residual displacements of bilinear oscillators", Earthq. Eng. Struct. Dyn., 26(7), 701-716.   DOI
36 Mahin, S.A. and Bertero, V.V. (1981), "An evaluation of inelastic seismic design spectra", J. Struct. Div., ASCE, 107(9), 1777-1795.   DOI
37 More, J.J. (1977), "Levenberg-Marquardt algorithm: implementation and theory", Proceedings of the Conference on Numerical Analysis, Dundee, UK.
38 Novak, M. (1974), "Effect of soil on structural response to wind and earthquake", Earthq. Eng. Struct. Dyn., 3, 79-96.   DOI
39 Pacific Earthquake Engineering Research Center (2017), PEER Strong motion database, http://peer.berkeley.edu/smcat.
40 Pampanin, S., Christopoulos, C. and Priestley, M.J.N. (2002), "Residual deformations in the performance-based seismic assessment of frame structures", No. ROSE-2002/02, Technical Report, European School for Advanced Studies in Reduction of Seismic Risk, University of Pavia, Italy.
41 Ramirez, M. and Miranda, E. (2012), "Significance of residual drifts in building earthquake loss estimation", Earthq. Eng. Struct. Dyn., 41, 1477-1493.   DOI
42 Riddell, R. and Newmark, N.M. (1979), "Force-deformation models for nonlinear analysis", J. Struct. Div., ASCE, 105(12), 2773-2778.   DOI
43 Riddell, R. and Newmark, N.M. (1979), "Statistical analysis of the response of nonlinear systems subjected to earthquakes", Research Report 468, Univ. of Illinois at Urbana-Champaign, Urbana, USA.
44 Ruiz-Garcia, J. (2004), "Performance-based assessment of existing structures accounting for residual displacements", Dissertation, Stanford University, California.
45 Ruiz-Garcia, J. and Guerrero, H. (2017), "Estimation of residual displacement ratios for simple structures built on soft soil sites", Soil Dyn. Earthq. Eng., 100, 555-558.   DOI
46 Ruiz-Garcia, J. and Miranda, E. (2005), "Performance-based assessment of existing structures accounting for residual displacements", No. 153, Technical Report, The John A. Blume Earthquake Engineering Center, Stanford University, California.
47 Ruiz-Garcia, J. and Miranda, E. (2006), "Evaluation of residual drift demands in regular multistorey frames for performance-based seismic assessment", Earthq. Eng. Struct. Dyn. 35(13), 679-694.   DOI
48 Ruiz-Garcia, J. and Miranda, E. (2006), "Residual displacement ratios of SDOF systems subjected to near-fault ground motions", Proceedings of the 8th US National Conference on Earthquake Engineering, EERI, Paper No. 380, San Francisco, California.
49 Ruiz-Garcia, J. and Miranda, E. (2008), "Probabilistic seismic assessment of residual drift demands in existing buildings", Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.