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Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling

  • S.I. : Nonlinear Modelling of Reinforced Concrete Structural Walls
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Abstract

Two existing RC shear wall buildings of 17 and 26 stories were analyzed using fully nonlinear finite element models, i.e., models that include nonlinear material behavior and geometric nonlinearities. The buildings are located in Santiago, Chile and are representative of Chilean residential buildings in the sense that they have a large number of shear walls. The buildings withstood undamaged the 2010 Chile earthquake even though they were subjected to demands much larger than the code-specified demand. The approach to model the RC shear walls was validated through comparisons with results experimentally obtained from cyclic static tests conducted on isolated wall specimens. Several pushover analyses were performed to assess the global response of the buildings under seismic actions and to evaluate the influence of several modeling issues. Response history analyses were performed considering a ground motion recorded in Santiago during the 2010 Chile earthquake. In general, results (in terms of both global and local response quantities) are consistent with results given by pushover analysis and with the empirically observed lack of damage, a consistency that was not found in a previous study that considered linearly elastic models. The tangential inter-story drift deformation was found to correlate much better with the lack of observable damage than the total inter-story drift deformation typically considered in practice. The analysis also revealed that foundation uplift is possible but does not seem to significantly influence the response. Other modeling issues that were found to deserve further research are the shear stiffness of the walls and the influence of the slabs.

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References

  • ACI (2014) Building code requirements for reinforced concrete. ACI 318-14. American Concrete Institute, Farmington Hill, USA

    Google Scholar 

  • Alarcon C (2013) Influence of axial load in seismic behavior of reinforced concrete wallas with nonseismic detailing. M.S. Thesis, Department of Structural & Geotechnical Engineering, Pontificia Universidad Católica de Chile, Santiago, Chile

  • Alarcon C, Hube MA, Junemann R, de la Llera JC (2015) Characteristics and displacement capacity of reinforced concrete walls in damaged buildings during 2010 Chile earthquake. Bull Earthq Eng 13:1119–1139

    Article  Google Scholar 

  • ASCE (2014) Seismic evaluation and retrofit of existing buildings ASCE Standard. ASCE/SEI 41-13. American Society of Civil Engineers, Reston, USA

    Book  Google Scholar 

  • ASCE (2017) Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-16. American Society of Civil Engineers, Reston, USA

    Google Scholar 

  • ATC (1996) Seismic evaluation and retrofit of concrete buildings. Rep. ATC-40. Applied Technology Council, Redwood City, USA

  • ATC (2010) Modeling and acceptance criteria for seismic design and analysis of tall buildingss. Rep. PEER/ATC-72-1. Applied Technology Council, Redwood City, USA

  • Bonelli P, Restrepo JI, Boroschek R, Carvallo JF (2012) The 2010 great Chile earthquake—changes to design codes. In: International symposium on engineering lessons learned from the 2011 Great East Japan Earthquake. Tokio, Japan, pp 1778–1787

  • Carpenter LD, Naeim F, Lew M et al (2011) Performance of tall buildings in Viña del Mar in the 27 February 2010. Struct Des Tall Spec Build 20:17–36

    Article  Google Scholar 

  • CSI (2016a) PERFORM-3D™: nonlinear analysis and performance assessment for 3D structures, version 6.0.0. Computers and Structures Inc, Walnut Creek, USA

    Google Scholar 

  • CSI (2016b) Components and elements for PERFORM-3D™ version 6. Computers and Structures Inc, Walnut Creek, USA

    Google Scholar 

  • CSI (2016c) User guide, PERFORM-3D™. Computers and Structures Inc, Walnut Creek, USA

    Google Scholar 

  • Değer ZT, Yang TY, Wallace JW, Moehle JP (2015) Seismic performance of reinforced concrete core wall buildings with and without moment resisting frames. Struct Des Tall Spec Build 24:477–490

    Article  Google Scholar 

  • Deierlein GG, Reinhorn AM, Willford MR (2010) Nonlinear structural analysis for seismic design. Rep. NIST GCR 10-917-5. NEHRP Consultants Joint Venture, Gaithersburg, USA

  • FIB (2003) Displacement-based seismic design of reinforced-concrete buildings. State-of-the-art Rep. Bulletin 25. Fédération Internationale du Beton, Lausanne, Switzerland

  • Gerin M, Adebar P (2004) Accounting for shear in seismic analysis of concrete structures. In: 13th world conference on earthquake engineering. Vancouver, Canada

  • Hube MA, Vizcaino P, Lopez-Garcia D, de la Llera JC (2012) Study on partial collapse of a five story reinforced concrete building during the 2010 Chile earthquake. In: 15th world conference on earthquake engineering. Lisbon, Portugal

  • Humar J, Rahgozar M (1996) Concept of overstrength in seismic design. In: 11th world conference on earthquake engineering. Acapulco, México

  • INN (1996) Norma Chilena Oficial NCh433.Of96: Diseño sísmico de edificios. Instituto Nacional de Normalización, Santiago, Chile (In Spanish)

  • Jain S, Navin R (1995) Seismic overstrength in reinforced concrete frames. J Struct Eng 121:580–585

    Article  Google Scholar 

  • Junemann R, de la Llera JC, Hube MA et al (2015) A statistical analysis of reinforced concrete wall buildings damaged during the 2010, Chile earthquake. Eng Struct 82:168–185

    Article  Google Scholar 

  • Junemann R, de la Llera JC, Hube MA et al (2016) Study of the damage of reinforced concrete shear walls during the 2010 Chile earthquake. Earthq Eng Struct Dyn 45:1621–1641

    Article  Google Scholar 

  • Kayen RE, Carkin BD, Corbet S, et al (2014) Seismic velocity site characterization of thirty-one Chilean seismometer stations by spectral analysis of surface wave dispersion. Technical Report PEER 2014/05. Earthquake Engineering Research Center, University of California Berkeley, Berkeley, USA

  • Kolozvari K, Wallace JW (2016) Practical nonlinear modeling of reinforced concrete structural walls. J Struct Eng 142:G4016001

    Article  Google Scholar 

  • Kolozvari K, Piatos G, Beyer K (2017) Practical nonlinear modeling of U-shaped reinforced concrete walls under bi-directional loading. In: 16th world conference on earthquake engineering. Santiago, Chile

  • Lagos R, Kupfer M, Lindenberg J et al (2012) Seismic performance of high-rise concrete buildings in Chile. Int J High Rise Build 1:181–194

    Google Scholar 

  • LATBSDC (2015) An alternative procedure for seismic analysis and design of tall buildings located in the Los Angeles Region. Los Angeles Tall Buildings Structural Design Council, Los Angeles, USA

    Google Scholar 

  • Lowes LN, Lehman DE, Baker C (2016) Recommendations for modeling the nonlinear response of slender reinforced concrete walls using PERFORM-3D. In: 2016 SEAOC convention. Maui, USA

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

    Article  Google Scholar 

  • Massone LM, Bonelli P, Lagos R et al (2012) Seismic design and construction practices for RC structural wall buildings. Earthq Spectra 28:S245–S256

    Article  Google Scholar 

  • McKenna F, Fenves G, Scott M (2000) Open system for earthquake engineering simulation (OpenSees) version 2.5.0. Pacific Earthquake Engineering Research Center, Berkeley, USA

    Google Scholar 

  • Naeim F, Lew M, Carpenter LD et al (2011) Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake. Struct Des Tall Spec Build 20:1–16

    Google Scholar 

  • Newmark NM (1959) A method of computation for structural dynamics. J Eng Mech Div 85:67–94

    Google Scholar 

  • Orakcal K, Wallace JW (2006) Flexural modeling of reinforced concrete walls—experimental verification. ACI Struct J 103:196–206

    Google Scholar 

  • Panagiotou M, Restrepo JI, Conte JP (2010) Shake-table test of a full-scale 7-story building slice. Phase I: rectangular wall. J Struct Eng 137:691–704

    Article  Google Scholar 

  • Parra PF, Moehle JP (2014) Lateral buckling in reinforced concrete walls. In: 10th US national conference on earthquake engineering. Anchorage, USA

  • Paulay T, Priestley MJN (1992) Seismic design of reinforced concrete and masonry buildings. Wiley, New York, USA

    Book  Google Scholar 

  • Powell GH (2007) Detailed example of a tall shear wall building using CSI’s PERFORM 3D nonlinear dynamic analysis. Computers and Structures Inc, Berkeley, USA

    Google Scholar 

  • Priestley MJN, Park R (1987) Strength and ductility of concrete bridge columns under seismic loading. ACI Struct J 84:61–76

    Google Scholar 

  • Restrepo JI, Conte JP, Dunham RS et al (2017) Detailed nonlinear FE pushover analysis of Alto Rio building. In: 16th world conference on earthquake engineering. Santiago, Chile

  • Rojas F, Naeim F, Lew M et al (2011) Performance of tall buildings in Concepcion during the 27 February 2010 moment magnitude 8.8 offshore Maule, Chile earthquake. Struct Des tall Spec Build 20:37–64

    Article  Google Scholar 

  • Song C, Pujol S, Lepage A (2012) The collapse of the Alto Río building during the 27 February 2010 Maule, Chile, earthquake. Earthq Spectra 28:S301–S334

    Article  Google Scholar 

  • Telleen K, Maffei J, Willford M, et al (2012) Lessons for concrete wall design from the 2010 Maule Chile earthquake. In: International symposium on engineering lessons learned from the 2011 Great East Japan Earthquake. Tokio, Japan, pp 1766–1777

  • Thomsen JH, Wallace JW (1995) Displacement based design of reinforced concrete structural walls: an experimental investigation of walls with rectangular and T-shaped cross-sections. Report No. CU/CEE-95/06. Department of Civil and Enviromental Engineering, Clarkson University, Potsdam, USA

  • Ugalde D, Lopez-Garcia D (2017a) Elastic overstrength of reinforced concrete shear wall buildings in Chile. In: 16th world conference on earthquake engineering. Santiago, Chile

  • Ugalde D, Lopez-Garcia D (2017b) Behavior of reinforced concrete shear wall buildings subjected to large earthquakes. In: X International conference on structural dynamics (EURODYN). Roma, Italy

    Article  Google Scholar 

  • Wallace JW (2011) February 27, 2010 Chile earthquake: preliminary observations on structural performance and implications for US building codes and standards. In: Structures congress 2011. Las Vegas, USA, pp 1672–1685

  • Wallace JW, Massone LM, Bonelli P et al (2012) Damage and implications for seismic design of RC structural wall buildings. Earthq Spectra 28:S281–S299

    Article  Google Scholar 

  • Westenenk B, de la Llera JC, Junemann R et al (2013) Analysis and interpretation of the seismic response of RC buildings in Concepción during the February 27, 2010, Chile earthquake. Bull Earthq Eng 11:69–91

    Article  Google Scholar 

  • Wood SL (1991) Performance of reinforced concrete buildings during the 1985 Chile earthquake: implications for the design of structural walls. Earthq Spectra 7:607–638

    Article  Google Scholar 

  • Zhang P, Restrepo JI, Conte JP, Ou J (2017) Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake. Struct Des Tall Spec Build 26:e1364

    Article  Google Scholar 

Download references

Acknowledgements

The authors are grateful to VMB Structural Engineering (Santiago, Chile) for providing information on the buildings analyzed in this paper and valuable comments on the Chilean structural engineering practice. The first author’s doctoral studies were financially supported by the Chilean National Commission for Scientific and Technological Research (CONICYT) through the CONICYT-PCHA/Doctorado Nacional/2015-21151184 scholarship. Further support was provided by the National Research Center for Integrated Natural Disaster Management (CIGIDEN) CONICYT FONDAP 15110017. This support is gratefully acknowledged.

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Authors and Affiliations

  1. Department of Structural & Geotechnical Engineering, Pontificia Universidad Catolica de Chile, Santiago, Chile

    David Ugalde & Diego Lopez-Garcia

  2. Facultad de Ingeniería y Ciencias, Universidad Adolfo Ibáñez, Santiago, Chile

    Pablo F. Parra

  3. National Research Center for Integrated Natural Disaster Management (CIGIDEN) CONICYT FONDAP 15110017, Santiago, Chile

    Diego Lopez-Garcia

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  1. David Ugalde
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  2. Pablo F. Parra
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  3. Diego Lopez-Garcia
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Correspondence to Diego Lopez-Garcia.

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Ugalde, D., Parra, P.F. & Lopez-Garcia, D. Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling. Bull Earthquake Eng 17, 6565–6589 (2019). https://doi.org/10.1007/s10518-019-00644-x

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