Skip to main content
Top
Published in: European Journal of Wood and Wood Products 1/2021

15-10-2020 | Review Article

State of the art and practice of seismic-resistant hybrid timber structures

Authors: Patricio Quintana Gallo, David M. Carradine, Ramiro Bazaez

Published in: European Journal of Wood and Wood Products | Issue 1/2021

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Interest in using timber for construction of multi-storey structures in seismic regions has been gaining significant momentum worldwide in recent years. As it is not common to use timber for constructing multi-storey seismic-resistant structures, engineers face new challenges related to their design and anticipated earthquake performance. To achieve improved behaviour during earthquakes, timber structures are sometimes integrated with seismic systems incorporating other materials, resulting in ‘hybrid timber structures’. This article presents a literature review on the topic, summarizing numerous hybrid timber structures constructed to date and examining the main research contributions in order to establish a background for proposing new timber-based seismic-resistant hybrid systems.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
go back to reference American Institute for Steel Construction, ANSI/AISC 341-10 (2010) Seismic provisions for structural steel buildings. AISC Committee 341, Chicago, IL American Institute for Steel Construction, ANSI/AISC 341-10 (2010) Seismic provisions for structural steel buildings. AISC Committee 341, Chicago, IL
go back to reference Asiz A, Chi YH, Ni C, Mohammad M, Doudak G (2011) Seismic performance of multi-storey light wood frame buildings with hybrid bracing systems. In: Conference Canadian Society of Civil Engineering, Ottawa, Canada Asiz A, Chi YH, Ni C, Mohammad M, Doudak G (2011) Seismic performance of multi-storey light wood frame buildings with hybrid bracing systems. In: Conference Canadian Society of Civil Engineering, Ottawa, Canada
go back to reference Atkinson GM, Goda K (2011) Effects of seismicity models and new ground-motion prediction equations on seismic hazard assessment for four Canadian cities. Bull Seismol Soc Am 101(1):176–189 Atkinson GM, Goda K (2011) Effects of seismicity models and new ground-motion prediction equations on seismic hazard assessment for four Canadian cities. Bull Seismol Soc Am 101(1):176–189
go back to reference Banks W (1996) Gulf view towers: a case study for multi-storey timber construction. In: Int Wood Eng Conference New Orleans, LA Banks W (1996) Gulf view towers: a case study for multi-storey timber construction. In: Int Wood Eng Conference New Orleans, LA
go back to reference Banks W (1999) Multi-storey timber construction—a feasibility study. NZ Timber Des J 8(2):14–23 Banks W (1999) Multi-storey timber construction—a feasibility study. NZ Timber Des J 8(2):14–23
go back to reference Bezabeh MA, Tesmafariam S, Stiemer SF, Popovski M, Karacabeyli E (2016) Direct-displacement-based design of a novel hybrid structure: steel moment-resisting frames with cross-laminated timber infils walls. Earthq Spectra 32(3):1565–1585 Bezabeh MA, Tesmafariam S, Stiemer SF, Popovski M, Karacabeyli E (2016) Direct-displacement-based design of a novel hybrid structure: steel moment-resisting frames with cross-laminated timber infils walls. Earthq Spectra 32(3):1565–1585
go back to reference Blomgren HE, Koppitz JP, Díaz Valdés A, Ko E (2016) The heavy timber buckling-restrained braced frame as a solution for commercial buildings in regions with high seismicity. In: WCTE, Vienna, Austria Blomgren HE, Koppitz JP, Díaz Valdés A, Ko E (2016) The heavy timber buckling-restrained braced frame as a solution for commercial buildings in regions with high seismicity. In: WCTE, Vienna, Austria
go back to reference Buchanan AH (2005) How will timer buildings help New Zealand meet Kyoto Protocol commitments? NZ Timber Des J 13(1):7–11 Buchanan AH (2005) How will timer buildings help New Zealand meet Kyoto Protocol commitments? NZ Timber Des J 13(1):7–11
go back to reference Buchanan AH (2007) Timber design guide, 3rd edn. NZ Timber Industry Federation Inc., Wellington, New Zealand Buchanan AH (2007) Timber design guide, 3rd edn. NZ Timber Industry Federation Inc., Wellington, New Zealand
go back to reference Buchanan AH, Deam B, Fragiacomo M, Pampanin S, Palermo A (2008) Multi-storey prestressed timber buildings in New Zealand. Struct Eng Int 18(2):166–173 Buchanan AH, Deam B, Fragiacomo M, Pampanin S, Palermo A (2008) Multi-storey prestressed timber buildings in New Zealand. Struct Eng Int 18(2):166–173
go back to reference Ceccotti A, Sandhaas C, Okabe M, Yasumura M, Minowa C, Kawai N (2013) SOFIE project – 3D shaking table test on a seven-storey full-scale cross-laminated timber building. Earthq Eng Struct Dyn 42(13):2003–2021 Ceccotti A, Sandhaas C, Okabe M, Yasumura M, Minowa C, Kawai N (2013) SOFIE project – 3D shaking table test on a seven-storey full-scale cross-laminated timber building. Earthq Eng Struct Dyn 42(13):2003–2021
go back to reference Clifton GC (2005) Semi-rigid joints for moment-resisting steel framed seismic-resisting systems. Ph.D. thesis, The University of Auckland Clifton GC (2005) Semi-rigid joints for moment-resisting steel framed seismic-resisting systems. Ph.D. thesis, The University of Auckland
go back to reference Canterbury Earthquakes Royal Commission, CERC (2012) Final Report—volume 6: Canterbury Television Building (CTV), Christchurch, New Zealand Canterbury Earthquakes Royal Commission, CERC (2012) Final Report—volume 6: Canterbury Television Building (CTV), Christchurch, New Zealand
go back to reference Cusiel MR, Newcombe MP, Pampanin P, Buchanan AH, Palermo A (2010) The effect of joint flexibility on the seismic response of post-tensioned LVL frames. In: ECEE, Ohrid, Macedonia Cusiel MR, Newcombe MP, Pampanin P, Buchanan AH, Palermo A (2010) The effect of joint flexibility on the seismic response of post-tensioned LVL frames. In: ECEE, Ohrid, Macedonia
go back to reference Devereaux CP, Holden TJ, Buchanan AH, and Pampanin S (2011) NMIT arts and media building—damage mitigation using post-tensioned timber walls. In: PCEE, Auckland, New Zealand Devereaux CP, Holden TJ, Buchanan AH, and Pampanin S (2011) NMIT arts and media building—damage mitigation using post-tensioned timber walls. In: PCEE, Auckland, New Zealand
go back to reference Di Cesare A, Ponzo FC, Nigro D, Pampanin S, Smith T (2017) Shaking table testing of post-tensioned timber frame building with passive energy dissipation systems. Bull Earthq Eng 15(10):4475–4498 Di Cesare A, Ponzo FC, Nigro D, Pampanin S, Smith T (2017) Shaking table testing of post-tensioned timber frame building with passive energy dissipation systems. Bull Earthq Eng 15(10):4475–4498
go back to reference Dickof C, Stiemer S, Bezabeh M, Tesfamariam T (2014) CLT-steel hybrid system: ductility and overstrength values based on static pushover analysis. J Perform Constr Facil 28:A4014012 Dickof C, Stiemer S, Bezabeh M, Tesfamariam T (2014) CLT-steel hybrid system: ductility and overstrength values based on static pushover analysis. J Perform Constr Facil 28:A4014012
go back to reference Dinehart DW, Shenton HW III, Elliott TE (1999) The dynamic response of wood-frame shear walls with viscoelastic dampers. Eq Spectra 15(1):67–87 Dinehart DW, Shenton HW III, Elliott TE (1999) The dynamic response of wood-frame shear walls with viscoelastic dampers. Eq Spectra 15(1):67–87
go back to reference Dolce M, Cardone D, Marnetto R (2000) Implementation and testing of passive control devices on shape memory alloys. Earthq Eng Struct Dyn 29:945–968 Dolce M, Cardone D, Marnetto R (2000) Implementation and testing of passive control devices on shape memory alloys. Earthq Eng Struct Dyn 29:945–968
go back to reference Dolce M, Cardone D, Ponzo F, Valente C (2005) Shake table tests of reinforced concrete frames without and with passive control systems. Earthq Eng Struct Dyn 34:1687–1717 Dolce M, Cardone D, Ponzo F, Valente C (2005) Shake table tests of reinforced concrete frames without and with passive control systems. Earthq Eng Struct Dyn 34:1687–1717
go back to reference Dolce M, Moroni C, Nigro D, Ponzo FC, Santarsiero G, Di Croce M, De Canio G, Ranieri N, Caponero M, Berardis S, Goretti A, Spina S, Lamonaca B, and Marnetto R (2006) TREMA Project: Experimental evaluation of the seismic performance of a R/C 1/4 scaled model upgraded with the DIS-CAM system. In: International Congress Naples, Italy Dolce M, Moroni C, Nigro D, Ponzo FC, Santarsiero G, Di Croce M, De Canio G, Ranieri N, Caponero M, Berardis S, Goretti A, Spina S, Lamonaca B, and Marnetto R (2006) TREMA Project: Experimental evaluation of the seismic performance of a R/C 1/4 scaled model upgraded with the DIS-CAM system. In: International Congress Naples, Italy
go back to reference European Committee for Standardization, EN1998-1 (2004) Eurocode 8: design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings. Brussels, Belgium European Committee for Standardization, EN1998-1 (2004) Eurocode 8: design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings. Brussels, Belgium
go back to reference Fairhurst M, Zhang X, Tannert T (2014) Nonlinear dynamic analyses of novel timber-steel hybrid system. In: WCTE, Quebec, Canada Fairhurst M, Zhang X, Tannert T (2014) Nonlinear dynamic analyses of novel timber-steel hybrid system. In: WCTE, Quebec, Canada
go back to reference Fast P, Gafner B, Jackson R, Li J (2016) Case study: An 18 storey tall mass timber hybrid student residence at the University of British Columbia. In: WCTE, Vienna, Austria Fast P, Gafner B, Jackson R, Li J (2016) Case study: An 18 storey tall mass timber hybrid student residence at the University of British Columbia. In: WCTE, Vienna, Austria
go back to reference Filiatrault A (1990) Analytical predictions of the seismic response of friction timber shear walls. Earthq Eng Struct Dyn 19(2):259–273 Filiatrault A (1990) Analytical predictions of the seismic response of friction timber shear walls. Earthq Eng Struct Dyn 19(2):259–273
go back to reference Ganey R, Berman J, Akbas T, Loftus S, Dolan JD, Sause R, Ricles J, Pei S, van de Lindt J, Blomgren HE (2017) Experimental investigation of self-centering cross-laminated timber walls. J Struct Eng 143(10):04017135 Ganey R, Berman J, Akbas T, Loftus S, Dolan JD, Sause R, Ricles J, Pei S, van de Lindt J, Blomgren HE (2017) Experimental investigation of self-centering cross-laminated timber walls. J Struct Eng 143(10):04017135
go back to reference Gilbert C, Erochko J (2016) Adaptation of advanced high R-factor bracing systems into heavy timber frames. In: WCTE, Vienna, Austria Gilbert C, Erochko J (2016) Adaptation of advanced high R-factor bracing systems into heavy timber frames. In: WCTE, Vienna, Austria
go back to reference Gilbert C, Gohlich R, Erochko J (2015) Nonlinear dynamic analysis of innovative high R-factor hybrid timber-steel buildings. In: 11th Canadian Conf Eq Eng, Victoria, Canada Gilbert C, Gohlich R, Erochko J (2015) Nonlinear dynamic analysis of innovative high R-factor hybrid timber-steel buildings. In: 11th Canadian Conf Eq Eng, Victoria, Canada
go back to reference Goertz C, Dickof C, Ratzlaff D, Tesfamariam S (2016) Design and behaviour of a timber-steel core wall multi-storey hybrid building under seismic actions. In: WCTE, Vienna, Austria Goertz C, Dickof C, Ratzlaff D, Tesfamariam S (2016) Design and behaviour of a timber-steel core wall multi-storey hybrid building under seismic actions. In: WCTE, Vienna, Austria
go back to reference Gohlich R, Erochko J, Woods JE (2018) Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links. Earthq Eng Struct Dyn 47(6):1460–1477 Gohlich R, Erochko J, Woods JE (2018) Experimental testing and numerical modelling of a heavy timber moment-resisting frame with ductile steel links. Earthq Eng Struct Dyn 47(6):1460–1477
go back to reference Green M, Karsh E (2012) Tall wood: the case for tall wood buildings. Creative Commons, British Columbia, Canada Green M, Karsh E (2012) Tall wood: the case for tall wood buildings. Creative Commons, British Columbia, Canada
go back to reference Hashemi A, Masoudnia R, Quenneville P (2016) Seismic performance of hybrid self-centring steel-timber rocking core walls with slip friction connections. J Constr Steel Res 126:201–213 Hashemi A, Masoudnia R, Quenneville P (2016) Seismic performance of hybrid self-centring steel-timber rocking core walls with slip friction connections. J Constr Steel Res 126:201–213
go back to reference He M, Li Z (2012) Evaluation of lateral performance of timber-steel hybrid lateral resistant system though experimental approach. In: 12th WCTE, Auckland, New Zealand. He M, Li Z (2012) Evaluation of lateral performance of timber-steel hybrid lateral resistant system though experimental approach. In: 12th WCTE, Auckland, New Zealand.
go back to reference He M, Li Z, Lam F, Ma R, Ma Z (2014) Experimental investigation on lateral performance of timber-steel hybrid shear wall systems. J Struct Eng 140:04014029 He M, Li Z, Lam F, Ma R, Ma Z (2014) Experimental investigation on lateral performance of timber-steel hybrid shear wall systems. J Struct Eng 140:04014029
go back to reference He M, Luo Q, Li Z, Dong H, Li M (2018) Seismic performance evaluation of timber-steel hybrid structure through large-scale shaking table tests. Eng Struct 175:483–500 He M, Luo Q, Li Z, Dong H, Li M (2018) Seismic performance evaluation of timber-steel hybrid structure through large-scale shaking table tests. Eng Struct 175:483–500
go back to reference Hein C (2014) Developing hybrid timber construction for sustainable tall buildings. CTBUH J 3:40–45 Hein C (2014) Developing hybrid timber construction for sustainable tall buildings. CTBUH J 3:40–45
go back to reference Higgins C (2001) Hysteretic dampers for wood frame shear walls. In: 2001 Structures Congress and Exposition, ASCE, Washington, DC Higgins C (2001) Hysteretic dampers for wood frame shear walls. In: 2001 Structures Congress and Exposition, ASCE, Washington, DC
go back to reference Ho TX, Dao TN, Aaleti S, van de Lindt JW, Rammer DR (2016) Hybrid system of unbonded post-tensioned CLT panels and light-frame wood shear walls. J Struct Eng 143:04016171 Ho TX, Dao TN, Aaleti S, van de Lindt JW, Rammer DR (2016) Hybrid system of unbonded post-tensioned CLT panels and light-frame wood shear walls. J Struct Eng 143:04016171
go back to reference Holden T, Devereux C, Haydon S, Buchanan A, Pampanin S (2016) NMIT arts & media building-innovative structural design of a three storey post-tensioned timber building. Case Stud Struct Eng 6:76–83 Holden T, Devereux C, Haydon S, Buchanan A, Pampanin S (2016) NMIT arts & media building-innovative structural design of a three storey post-tensioned timber building. Case Stud Struct Eng 6:76–83
go back to reference Iqbal A (2011) Seismic response and design of Subassemblies for multi-storey Prestressed timber buildings. Ph.D. thesis, University of Canterbury Iqbal A (2011) Seismic response and design of Subassemblies for multi-storey Prestressed timber buildings. Ph.D. thesis, University of Canterbury
go back to reference Iqbal A, Pampanin S, Palermo A, Buchanan AH (2016) Performance and design of LVL walls coupled with UFP dissipaters. J Earthq Eng 19(3):383–409 Iqbal A, Pampanin S, Palermo A, Buchanan AH (2016) Performance and design of LVL walls coupled with UFP dissipaters. J Earthq Eng 19(3):383–409
go back to reference Isoda H, Kawai N, Tanaka K, Hayakawa A (2010) Moment resisting performance of connection between reinforced concrete and timber. In: 11th WCTE, Trentino, Italy, 2010 Isoda H, Kawai N, Tanaka K, Hayakawa A (2010) Moment resisting performance of connection between reinforced concrete and timber. In: 11th WCTE, Trentino, Italy, 2010
go back to reference Isoda H, Kawai N, Koshihara M, Araki Y, Tesfamariam S (2016) Timber-reinforced concrete core hybrid system: shake table experimental test. J Struct Eng 143:04016152 Isoda H, Kawai N, Koshihara M, Araki Y, Tesfamariam S (2016) Timber-reinforced concrete core hybrid system: shake table experimental test. J Struct Eng 143:04016152
go back to reference Jamil M, Quenneville P, Clifton GC (2015) Scaled shake table tests of a novel gravity rocking moment frame system. In: NZSEE Conf, Rotorua, New Zealand Jamil M, Quenneville P, Clifton GC (2015) Scaled shake table tests of a novel gravity rocking moment frame system. In: NZSEE Conf, Rotorua, New Zealand
go back to reference Jampole E, Deierlein G, Miranda E, Fell B, Swensen S, Acevedo C (2016) Full-scale dynamic testing of a sliding seismically isolated unibody house. Earthq Spectra 32(4):2245–2270 Jampole E, Deierlein G, Miranda E, Fell B, Swensen S, Acevedo C (2016) Full-scale dynamic testing of a sliding seismically isolated unibody house. Earthq Spectra 32(4):2245–2270
go back to reference Janke L, Czaderski C, Motavalli M, Ruth J (2005) Applications of shape memory alloys in civil engineering structures—overview, limits and new ideas. Mater Struct 38(5):578–592 Janke L, Czaderski C, Motavalli M, Ruth J (2005) Applications of shape memory alloys in civil engineering structures—overview, limits and new ideas. Mater Struct 38(5):578–592
go back to reference Kelly JM, Skinner RI, Heine AJ (1972) Mechanisms of energy absorption in special devices for use in earthquake resistant structures. Bull N Z Soc Earthq Eng 5(3):63–88 Kelly JM, Skinner RI, Heine AJ (1972) Mechanisms of energy absorption in special devices for use in earthquake resistant structures. Bull N Z Soc Earthq Eng 5(3):63–88
go back to reference Kohara K, Inada M, Ito K, Kawabata Y, Takada T, Nomura T (2016) A study on the effect of the visco-elastic damper on the full-scale shaking table test. In: 14th WCTE, Vienna, Austria Kohara K, Inada M, Ito K, Kawabata Y, Takada T, Nomura T (2016) A study on the effect of the visco-elastic damper on the full-scale shaking table test. In: 14th WCTE, Vienna, Austria
go back to reference Koshihara M (2013) Timberize—metropolitan timber architecture—Japanishe entwicklungen im urbanen Holzbau. In: Proceedings of Internationales Holzbau-Forum. pp 1–7 Koshihara M (2013) Timberize—metropolitan timber architecture—Japanishe entwicklungen im urbanen Holzbau. In: Proceedings of Internationales Holzbau-Forum. pp 1–7
go back to reference Koshihara M, Isoda H, Yusa S (2009) The design and installation of a five-story new timber building in Japan. In: International Symposium on Timber Struct, Istambul, Turkey Koshihara M, Isoda H, Yusa S (2009) The design and installation of a five-story new timber building in Japan. In: International Symposium on Timber Struct, Istambul, Turkey
go back to reference Li Z, He M, Lam F, Li M, Ma R, Ma Z (2013) Finite element modelling and parametric analysis of timber-steel hybrid structures. Struct Des Tall Spec 23(14):1045–1063 Li Z, He M, Lam F, Li M, Ma R, Ma Z (2013) Finite element modelling and parametric analysis of timber-steel hybrid structures. Struct Des Tall Spec 23(14):1045–1063
go back to reference Li Z, He M, Lam F, Li M (2015) Load-sharing mechanism in timber-steel hybrid shear wall systems. Front Struct Civ Eng 9(2):203–214 Li Z, He M, Lam F, Li M (2015) Load-sharing mechanism in timber-steel hybrid shear wall systems. Front Struct Civ Eng 9(2):203–214
go back to reference Li Z, Dong H, Wang X, He M (2017) Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers. Eng Struct 151(15):33–43 Li Z, Dong H, Wang X, He M (2017) Experimental and numerical investigations into seismic performance of timber-steel hybrid structure with supplemental dampers. Eng Struct 151(15):33–43
go back to reference Loo WY, Quenneville P, Chouw N (2014a) Elasto-plastic behaviour of a rigid timber shear wall with slip-friction connectors. In: 2014 NZSEE Conference, Auckland, New Zealand Loo WY, Quenneville P, Chouw N (2014a) Elasto-plastic behaviour of a rigid timber shear wall with slip-friction connectors. In: 2014 NZSEE Conference, Auckland, New Zealand
go back to reference Loo WY, Kun C, Quenneville P, Chouw N (2014b) Experimental testing of a rocking timber shear wall with slip-friction connectors. Earthq Eng Struct Dyn 43(11):1621–1639 Loo WY, Kun C, Quenneville P, Chouw N (2014b) Experimental testing of a rocking timber shear wall with slip-friction connectors. Earthq Eng Struct Dyn 43(11):1621–1639
go back to reference López-Almansa F, Segués E, Cantalapiedra IR (2015) A new steel framing system for seismic protection of timber platform frame buildings. Implementation with hysteretic energy dissipaters. Earthq Eng Struct Dyn 44(8):1181–1202 López-Almansa F, Segués E, Cantalapiedra IR (2015) A new steel framing system for seismic protection of timber platform frame buildings. Implementation with hysteretic energy dissipaters. Earthq Eng Struct Dyn 44(8):1181–1202
go back to reference Maley TJ, Sullivan TJ, Della Corte G (2010) Development of a displacement-based design method for steel dual systems with buckling-restrained braces and moment-resisting frames. J Earthq Eng 14(Sup1):106–140 Maley TJ, Sullivan TJ, Della Corte G (2010) Development of a displacement-based design method for steel dual systems with buckling-restrained braces and moment-resisting frames. J Earthq Eng 14(Sup1):106–140
go back to reference Marin JA, He M (2016) Comparison of the seismic performance of different hybrid timber-steel frame configurations. In: 14th WCTE, Vienna, Austria Marin JA, He M (2016) Comparison of the seismic performance of different hybrid timber-steel frame configurations. In: 14th WCTE, Vienna, Austria
go back to reference Milburn J, Banks W (2004) Six-level timber apartment building in a high seismic zone. N Z Timber Des J 12(3):9–13 Milburn J, Banks W (2004) Six-level timber apartment building in a high seismic zone. N Z Timber Des J 12(3):9–13
go back to reference Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2010) GB 50011–2010 Code for seismic design of buildings. Architecture & Building Press, Beijing (English version) Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2010) GB 50011–2010 Code for seismic design of buildings. Architecture & Building Press, Beijing (English version)
go back to reference Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2012) GB 50009–2012 Load code for the design of building structures. Architecture & Building Press, Beijing (English version) Ministry of Housing and Urban-Rural Development of the People’s Republic of China (2012) GB 50009–2012 Load code for the design of building structures. Architecture & Building Press, Beijing (English version)
go back to reference Moore M (2000) Scotia Place—12 story apartment building. A case study of high-rise construction using wood and steel. NZ Timber Des J 10(1):5–12 Moore M (2000) Scotia Place—12 story apartment building. A case study of high-rise construction using wood and steel. NZ Timber Des J 10(1):5–12
go back to reference Newcombe MP (2011) Seismic design of post-tensioned timber frame and wall buildings. Ph.D. thesis, University of Canterbury Newcombe MP (2011) Seismic design of post-tensioned timber frame and wall buildings. Ph.D. thesis, University of Canterbury
go back to reference Newcombe MP, Pampanin S, Buchanan AH (2010) Global response of a two storey Pres-Lam timber building. In: NZSEE Conference, Auckland, New Zealand Newcombe MP, Pampanin S, Buchanan AH (2010) Global response of a two storey Pres-Lam timber building. In: NZSEE Conference, Auckland, New Zealand
go back to reference Nguyen TT, Dao TN, Aaleti S, van de Lindt JW, Fridley KJ (2018) Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS. Eng Struct 167:695–704 Nguyen TT, Dao TN, Aaleti S, van de Lindt JW, Fridley KJ (2018) Seismic assessment of a three-story wood building with an integrated CLT-lightframe system using RTHS. Eng Struct 167:695–704
go back to reference National Research Council, NRC (2010) National Building Code of Canada 2010. National Research Council, Ottawa National Research Council, NRC (2010) National Building Code of Canada 2010. National Research Council, Ottawa
go back to reference Oyarzo-Vera C, McVerry GH, Ingham JM (2012) Seismic zonation and default ground-motion records for time-history analysis in the North Island of New Zealand. Earthq Spectra 28(2):667–688 Oyarzo-Vera C, McVerry GH, Ingham JM (2012) Seismic zonation and default ground-motion records for time-history analysis in the North Island of New Zealand. Earthq Spectra 28(2):667–688
go back to reference Palermo A, Pampanin S, Buchanan AH, Newcombe MP (2005) Seismic design of multi-storey buildings using Laminated Veneer Lumber (LVL). In: NZSEE Conf, Taupo, New Zealand Palermo A, Pampanin S, Buchanan AH, Newcombe MP (2005) Seismic design of multi-storey buildings using Laminated Veneer Lumber (LVL). In: NZSEE Conf, Taupo, New Zealand
go back to reference Palermo A, Pampanin S, Buchanan AH (2006) Experimental investigation on LVL seismic resistant wall and frame subassemblies. In: 1st European Conf Eq Eng Seism, Geneva, Switzerland Palermo A, Pampanin S, Buchanan AH (2006) Experimental investigation on LVL seismic resistant wall and frame subassemblies. In: 1st European Conf Eq Eng Seism, Geneva, Switzerland
go back to reference Pei S, Popovski M, van de Lindt JW (2013) Analytical study on seismic force modification factors for cross-laminated timber buildings. Can J Civ Eng 40(9):887–896 Pei S, Popovski M, van de Lindt JW (2013) Analytical study on seismic force modification factors for cross-laminated timber buildings. Can J Civ Eng 40(9):887–896
go back to reference Pei S, van de Lindt JW, Popovski M, Berman JW, Dolan JD, Ricles J, Sause R, Blomgren H, Rammer DR (2016) Cross-laminated timber for seismic regions: progress and challenges for research and implementation. J Struct Eng 142(4):E2514001 Pei S, van de Lindt JW, Popovski M, Berman JW, Dolan JD, Ricles J, Sause R, Blomgren H, Rammer DR (2016) Cross-laminated timber for seismic regions: progress and challenges for research and implementation. J Struct Eng 142(4):E2514001
go back to reference Pei S, van de Lindt JW, Barbosa AR, Berman JW, McDonnell E, Dolan JD, Blomgren HE, Zimmerman RB, Huang D, Wichman S (2019) Experimental seismic response of a resilient 2-story mass-timber building with post-tensioned rocking walls. J Struct Eng 145(11):04019120 Pei S, van de Lindt JW, Barbosa AR, Berman JW, McDonnell E, Dolan JD, Blomgren HE, Zimmerman RB, Huang D, Wichman S (2019) Experimental seismic response of a resilient 2-story mass-timber building with post-tensioned rocking walls. J Struct Eng 145(11):04019120
go back to reference Popovski M, Karacabeyli E, Ceccotti A (2011) Seismic performance of cross-laminated timber buildings—Chapter 4. CLT Handbook, FPInnovations Special Publication SP-528E, Vancouver, Canada Popovski M, Karacabeyli E, Ceccotti A (2011) Seismic performance of cross-laminated timber buildings—Chapter 4. CLT Handbook, FPInnovations Special Publication SP-528E, Vancouver, Canada
go back to reference Pozza L, Scotta R, Trutalli D, Polastri A, Ceccotti A (2016) Concrete-plated wooden shear walls: structural details, testing, and seismic characterization. J Struct Eng 142(4):E4015003 Pozza L, Scotta R, Trutalli D, Polastri A, Ceccotti A (2016) Concrete-plated wooden shear walls: structural details, testing, and seismic characterization. J Struct Eng 142(4):E4015003
go back to reference Priestley MJN (1998) Displacement-based approaches to rational limit states design of new structures. In: Keynote address, 11th European Conference on Earthquake Engineering, Paris, France Priestley MJN (1998) Displacement-based approaches to rational limit states design of new structures. In: Keynote address, 11th European Conference on Earthquake Engineering, Paris, France
go back to reference Priestley MJN, Sritharan S, Conley JR, Pampanin S (1999) Preliminary conclusions from the PRESSS five-story precast concrete test building. PCI J 44(6):42–67 Priestley MJN, Sritharan S, Conley JR, Pampanin S (1999) Preliminary conclusions from the PRESSS five-story precast concrete test building. PCI J 44(6):42–67
go back to reference Priestley MJN, Calvi GM, Kowalsky M (2007) Displacement-based seismic design of structures. IUSS Press, Pavia, Italy Priestley MJN, Calvi GM, Kowalsky M (2007) Displacement-based seismic design of structures. IUSS Press, Pavia, Italy
go back to reference Professner H, Mathis C (2012) LifeCycle Tower—high-rise buildings in timber. In: ASCE Struc Cong, Chicago, IL Professner H, Mathis C (2012) LifeCycle Tower—high-rise buildings in timber. In: ASCE Struc Cong, Chicago, IL
go back to reference Quintana Gallo P, Carradine DM (2018) State of the art of timber-based hybrid seismic-resistant structures. BRANZ Study Report SR400, Judgeford, New Zealand Quintana Gallo P, Carradine DM (2018) State of the art of timber-based hybrid seismic-resistant structures. BRANZ Study Report SR400, Judgeford, New Zealand
go back to reference Reynolds T, Casagrande D, Tomasi R (2016) Comparison of multi-storey cross-laminated timber and timber frame. Constr Build Mat 102:1009–1017 Reynolds T, Casagrande D, Tomasi R (2016) Comparison of multi-storey cross-laminated timber and timber frame. Constr Build Mat 102:1009–1017
go back to reference Rubio R (2020) Análisis y diseño de un edificio híbrido de madera procesada (CLT, LVL) combinada con riostras con amortiguamiento suplementario. Trabajo de Título (Ingeniería Civil), Universidad de Valparaíso, Valparaíso, Chile (in Spanish). Rubio R (2020) Análisis y diseño de un edificio híbrido de madera procesada (CLT, LVL) combinada con riostras con amortiguamiento suplementario. Trabajo de Título (Ingeniería Civil), Universidad de Valparaíso, Valparaíso, Chile (in Spanish).
go back to reference Sakamoto I, Kawai N, Okada H, Isoda H, Yusa S (2004) Final report of a research and development project on timber-based hybrid building structures. In: 8th WCTE, Lahti, Finland Sakamoto I, Kawai N, Okada H, Isoda H, Yusa S (2004) Final report of a research and development project on timber-based hybrid building structures. In: 8th WCTE, Lahti, Finland
go back to reference Sakata H, Yamazaki Y, Matsuda K, Kasai K (2016) Mechanical behaviour and design of passively controlled small wooden structures. In: 14th WCTE, Vienna, Austria Sakata H, Yamazaki Y, Matsuda K, Kasai K (2016) Mechanical behaviour and design of passively controlled small wooden structures. In: 14th WCTE, Vienna, Austria
go back to reference Shioya S, Koga T, Otsuki K, Uchimura K (2016) An innovative hybrid timber structure in Japan: Performance of column and beams. In: 14th WCTE, Vienna, Austria Shioya S, Koga T, Otsuki K, Uchimura K (2016) An innovative hybrid timber structure in Japan: Performance of column and beams. In: 14th WCTE, Vienna, Austria
go back to reference Smith T, Ponzo FC, Di Cesare A, Pampanin S, Carradine D, Buchanan AH, Nigro D (2014) Post-tensioned glulam beam-column joints with advanced damping systems: testing and numerical analysis. J Earthq Eng 18:147–167 Smith T, Ponzo FC, Di Cesare A, Pampanin S, Carradine D, Buchanan AH, Nigro D (2014) Post-tensioned glulam beam-column joints with advanced damping systems: testing and numerical analysis. J Earthq Eng 18:147–167
go back to reference Ruaumoko Solutions (2012) St Elmo Courts Rebuild: Design features report, Christchurch, New Zealand Ruaumoko Solutions (2012) St Elmo Courts Rebuild: Design features report, Christchurch, New Zealand
go back to reference Song J, Chen C, Zhu S, Zhu M, Dai J, Ray U, Li Y, Kuang Y, Li Y, Quispe N, Yao Y, Gong A, Leiste UH, Bruck HA, Zhu JY, Vellore A, Li H, Minus ML, Jia Z, Martini A, Li T, Hu L (2018) Processing bulk natural wood into a high-performance structural material. Nature 554:224–228PubMed Song J, Chen C, Zhu S, Zhu M, Dai J, Ray U, Li Y, Kuang Y, Li Y, Quispe N, Yao Y, Gong A, Leiste UH, Bruck HA, Zhu JY, Vellore A, Li H, Minus ML, Jia Z, Martini A, Li T, Hu L (2018) Processing bulk natural wood into a high-performance structural material. Nature 554:224–228PubMed
go back to reference Stanton J, Stone WC, Cheok GS (1997) A hybrid reinforced precast frame for seismic regions. PCI J 42(2):20–32 Stanton J, Stone WC, Cheok GS (1997) A hybrid reinforced precast frame for seismic regions. PCI J 42(2):20–32
go back to reference Sustersic I, Dujic B (2014). Seismic strengthening of existing concrete and masonry buildings with Crosslam timber panels. In: Materials and joints in timber structures. Springer, Dordrecht, pp 713–723 Sustersic I, Dujic B (2014). Seismic strengthening of existing concrete and masonry buildings with Crosslam timber panels. In: Materials and joints in timber structures. Springer, Dordrecht, pp 713–723
go back to reference Tesfamariam S, Stiemer S, Dickof C, Bezabeh M (2014) Seismic vulnerability assessment of hybrid steel-timber structure: steel moment resisting frames with CLT infill. J Earthq Eng 18:929–944 Tesfamariam S, Stiemer S, Dickof C, Bezabeh M (2014) Seismic vulnerability assessment of hybrid steel-timber structure: steel moment resisting frames with CLT infill. J Earthq Eng 18:929–944
go back to reference Timmers M, Tsay Jacobs A (2018) Concrete apartment tower in Los Angeles reimagined in mass timber. Eng Struct 167:716–724 Timmers M, Tsay Jacobs A (2018) Concrete apartment tower in Los Angeles reimagined in mass timber. Eng Struct 167:716–724
go back to reference Ugalde D, Almazán JL, Santa María H, Guindos P (2019) Seismic protection technologies for timber structures: a review. Eur J Wood Wood Prod 77:173–194 Ugalde D, Almazán JL, Santa María H, Guindos P (2019) Seismic protection technologies for timber structures: a review. Eur J Wood Wood Prod 77:173–194
go back to reference van de Kuilen JW, Ceccotti A, Xia Z, He M, Li S (2010) Wood-concrete skyscrapers. In: 11th WCTE, Trentino, Italy, 2010 van de Kuilen JW, Ceccotti A, Xia Z, He M, Li S (2010) Wood-concrete skyscrapers. In: 11th WCTE, Trentino, Italy, 2010
go back to reference van de Lindt JM, Pryor SE, Pei S (2011a) Shake table testing of a full-scale seven-storey steel-wood apartment building. Eng Struct 33(3):757–766 van de Lindt JM, Pryor SE, Pei S (2011a) Shake table testing of a full-scale seven-storey steel-wood apartment building. Eng Struct 33(3):757–766
go back to reference van de Lindt JW, Liu H, Symans MD, Shinde JF (2011b) Seismic performance and modelling of a half-scale base-isolated wood frame building. J Earthq Eng 15(3):469–490 van de Lindt JW, Liu H, Symans MD, Shinde JF (2011b) Seismic performance and modelling of a half-scale base-isolated wood frame building. J Earthq Eng 15(3):469–490
go back to reference Wittaker AS, Bertero VV, Thompson CL, Alonso LJ (1991) Seismic testing of steel plate energy dissipation devices. Earthq Spectra 7(4):563–604 Wittaker AS, Bertero VV, Thompson CL, Alonso LJ (1991) Seismic testing of steel plate energy dissipation devices. Earthq Spectra 7(4):563–604
go back to reference Standards New Zealand, SNZ (2004) NZS 1170.5:2004—structural design actions, earthquake actions. Wellington, New Zealand Standards New Zealand, SNZ (2004) NZS 1170.5:2004—structural design actions, earthquake actions. Wellington, New Zealand
go back to reference Zhang X, Fairhurst M, Tannert T (2016) Ductility estimation for a novel timber-steel hybrid system. J Struct Eng 142(4):E4015001 Zhang X, Fairhurst M, Tannert T (2016) Ductility estimation for a novel timber-steel hybrid system. J Struct Eng 142(4):E4015001
go back to reference Zhou L, Ni C, Chui YH, Asiz A (2014a) Hybrid wood-masonry wall test and verification of two-dimensional modelling approach. In: 13th WCTE, Quebec City, Canada Zhou L, Ni C, Chui YH, Asiz A (2014a) Hybrid wood-masonry wall test and verification of two-dimensional modelling approach. In: 13th WCTE, Quebec City, Canada
go back to reference Zhou L, Ni C, Chui C, Chen Z (2014) Seismic performance of a hybrid building system consisting of a light wood frame structure and a reinforced masonry core. J Perform Constr Fac 28(6):A401413 Zhou L, Ni C, Chui C, Chen Z (2014) Seismic performance of a hybrid building system consisting of a light wood frame structure and a reinforced masonry core. J Perform Constr Fac 28(6):A401413
go back to reference Zhou X, Azim MR, Bhat P, Popovski M, Tannert T (2017) Seismic performance of embedded steel beam connection in cross-laminated timber panels for tall-wood hybrid system. Can J Civ Eng 44:611–618 Zhou X, Azim MR, Bhat P, Popovski M, Tannert T (2017) Seismic performance of embedded steel beam connection in cross-laminated timber panels for tall-wood hybrid system. Can J Civ Eng 44:611–618
Metadata
Title
State of the art and practice of seismic-resistant hybrid timber structures
Authors
Patricio Quintana Gallo
David M. Carradine
Ramiro Bazaez
Publication date
15-10-2020
Publisher
Springer Berlin Heidelberg
Published in
European Journal of Wood and Wood Products / Issue 1/2021
Print ISSN: 0018-3768
Electronic ISSN: 1436-736X
DOI
https://doi.org/10.1007/s00107-020-01556-3

Other articles of this Issue 1/2021

European Journal of Wood and Wood Products 1/2021 Go to the issue

Editorial

Editorial