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Erschienen in: European Journal of Wood and Wood Products 2/2019

29.01.2019 | Original

Seismic protection technologies for timber structures: a review

verfasst von: David Ugalde, José Luis Almazán, Hernán Santa María, Pablo Guindos

Erschienen in: European Journal of Wood and Wood Products | Ausgabe 2/2019

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Abstract

Timber structures traditionally provided satisfactory seismic performance due to multiple known features. However, the consequences of the last major earthquakes have clearly proofed that seismic timber design must further improve. In addition, nowadays timber structures target taller heights and so they face much larger seismic demands. All this together has made seismic protection technologies (SPTs) to emerge as a hotspot in timber engineering research, devoting more than 80 publications only in the last decade. All types of SPTs share the common principle that, rather than increase the lateral resistance of a structure, they are focused on reducing the seismic demands and such reduction has been reported as large as 90% and above. Although many distinct devices and techniques are intended to this end, SPTs applied to timber structures may be grouped into supplemental damping, seismic isolation, and rocking systems. Apart from the copious scientific production in the field, knowledge has been published in very distinct niches, which makes a linkage of state-of-the-art very difficult, as well as an analysis of current challenges and limitations. This review attempts to provide so after explaining first the basic principles of these technologies so that they are comprehensible for a timber engineer or researcher not necessarily familiar with all structural dynamics’ underlying concepts. An outlook for future research trends is expected towards cost-effectiveness, rate-effects, engagement of devices, and design guidelines which may expand these technologies bringing timber structures into higher levels of seismic performance.

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Literatur
Zurück zum Zitat ANSI/AWC (2015) Special design provisions for wind and seismic. American Wood Council, Leesburg ANSI/AWC (2015) Special design provisions for wind and seismic. American Wood Council, Leesburg
Zurück zum Zitat ASCE 7–10 (2010) Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston ASCE 7–10 (2010) Minimum design loads for buildings and other structures. American Society of Civil Engineers, Reston
Zurück zum Zitat Awaludin A, Sasaki Y, Oikawa A et al (2007) Friction damping of pre-stressed timber joints. Grad Sch Agric Hokkaido Univ Sapporo, Sapporo Awaludin A, Sasaki Y, Oikawa A et al (2007) Friction damping of pre-stressed timber joints. Grad Sch Agric Hokkaido Univ Sapporo, Sapporo
Zurück zum Zitat Blomgren H-E, Pei S, Powers J et al (2018) Cross-laminated timber rocking wall with replaceable fuses: validation through full-scale shake table testing. In: World conference on timber engineering 2018. Seoul, South Korea Blomgren H-E, Pei S, Powers J et al (2018) Cross-laminated timber rocking wall with replaceable fuses: validation through full-scale shake table testing. In: World conference on timber engineering 2018. Seoul, South Korea
Zurück zum Zitat Brandner R et al (2018) Properties, testing and design of cross laminated timber: a state-of-the-art report by COST action FP1402 / WG 2. Schaker Verlag, Aachen Brandner R et al (2018) Properties, testing and design of cross laminated timber: a state-of-the-art report by COST action FP1402 / WG 2. Schaker Verlag, Aachen
Zurück zum Zitat Brown A, Lester J, Pampanin S, Pietra D (2012) Pres-Lam in practice—a damage-limiting rebuild project. In: SESOC Conference Brown A, Lester J, Pampanin S, Pietra D (2012) Pres-Lam in practice—a damage-limiting rebuild project. In: SESOC Conference
Zurück zum Zitat Chopra AK (2016) Dynamics of structures: theory and applications to earthquake engineering, 5th edn. Prentice Hall, Upper Saddle River Chopra AK (2016) Dynamics of structures: theory and applications to earthquake engineering, 5th edn. Prentice Hall, Upper Saddle River
Zurück zum Zitat Christopoulos C, Filiatrault A, Bertero VV (2006) Principles of passive supplemental damping and seismic isolation. IUSS Press, Pavia Christopoulos C, Filiatrault A, Bertero VV (2006) Principles of passive supplemental damping and seismic isolation. IUSS Press, Pavia
Zurück zum Zitat Christovasilis IP, Filiatrault A, Wanitkorkul A (2009) Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test. Multidisciplinary Center for Earthquake Engineering Research Christovasilis IP, Filiatrault A, Wanitkorkul A (2009) Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test. Multidisciplinary Center for Earthquake Engineering Research
Zurück zum Zitat Delfosse GC (1982) Wood framed individual houses on seismic isolators. In: International Conf. on natural rubber for earthquake protection of buildings and vibration isolation. pp 104–111 Delfosse GC (1982) Wood framed individual houses on seismic isolators. In: International Conf. on natural rubber for earthquake protection of buildings and vibration isolation. pp 104–111
Zurück zum Zitat Devereux CP, Holden TJ, Buchanan AH, Pampanin S (2011) NMIT Arts and media building—damage mitigation using post-tensioned timber walls. In: Pacific conference on earthquake engineering. Auckland, New Zealand, p 8 Devereux CP, Holden TJ, Buchanan AH, Pampanin S (2011) NMIT Arts and media building—damage mitigation using post-tensioned timber walls. In: Pacific conference on earthquake engineering. Auckland, New Zealand, p 8
Zurück zum Zitat Dinehart DW, Lewicki DE (2001) Viscoelastic material as a seismic protection system for wood-framed buildings. In: 2001 Structures congress and exposition. Washington, D.C., USA, p 6 Dinehart DW, Lewicki DE (2001) Viscoelastic material as a seismic protection system for wood-framed buildings. In: 2001 Structures congress and exposition. Washington, D.C., USA, p 6
Zurück zum Zitat Dinehart DW, Shenton HW (1998) Comparison of the response of timber shear walls with and without passive dampers. In: Structural engineering worldwide. San Francisco, USA Dinehart DW, Shenton HW (1998) Comparison of the response of timber shear walls with and without passive dampers. In: Structural engineering worldwide. San Francisco, USA
Zurück zum Zitat Du Y (2003) The development and use of a novel finite element for the evaluation of embedded fluid dampers within light-frame timber structures with seismic loading. Washington State University, Washington Du Y (2003) The development and use of a novel finite element for the evaluation of embedded fluid dampers within light-frame timber structures with seismic loading. Washington State University, Washington
Zurück zum Zitat Dunbar A, Pampanin S, Palermo A, Buchanan AH (2013) Seismic design of core-walls for multi-storey timber buildings. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand Dunbar A, Pampanin S, Palermo A, Buchanan AH (2013) Seismic design of core-walls for multi-storey timber buildings. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand
Zurück zum Zitat Dunbar A, Moroder D, Pampanin S, Buchanan AH (2014) Timber core-walls for lateral load resistance of multi-storey timber buildings. In: World Conference on Timber Engineering. Quebec, Canada Dunbar A, Moroder D, Pampanin S, Buchanan AH (2014) Timber core-walls for lateral load resistance of multi-storey timber buildings. In: World Conference on Timber Engineering. Quebec, Canada
Zurück zum Zitat Dutil DA, Symans MD (2004) Experimental investigation of seismic behavior of light-framed wood shear walls with supplemental energy dissipation. In: 13th World Conference on earthquake engineering. Vancouver, Canada, p 15 Dutil DA, Symans MD (2004) Experimental investigation of seismic behavior of light-framed wood shear walls with supplemental energy dissipation. In: 13th World Conference on earthquake engineering. Vancouver, Canada, p 15
Zurück zum Zitat Filiatrault A, Wanitkorkul A, Christovasilis IP et al (2007) Experimental seismic performance evaluation of a full-scale woodframe building. In: 2007 structures congress, ASCE. Long Beach, USA, p 8 Filiatrault A, Wanitkorkul A, Christovasilis IP et al (2007) Experimental seismic performance evaluation of a full-scale woodframe building. In: 2007 structures congress, ASCE. Long Beach, USA, p 8
Zurück zum Zitat Ganey R (2015) Seismic design and testing of rocking cross laminated timber walls. University of Washington, Washington Ganey R (2015) Seismic design and testing of rocking cross laminated timber walls. University of Washington, Washington
Zurück zum Zitat Grossi P, Sartori T, Tomasi R (2015) Tests on timber frame walls under in-plane forces: part 2. Proc Inst Civ Eng Struct Build 168:840–852CrossRef Grossi P, Sartori T, Tomasi R (2015) Tests on timber frame walls under in-plane forces: part 2. Proc Inst Civ Eng Struct Build 168:840–852CrossRef
Zurück zum Zitat Hashemi A, Masoudnia R, Zarnani P, Quenneville P (2018a) Seismic resilient Cross Laminated Timber (CLT) platform structures using resilient Slip Friction Joints (RSFJs). In: World conference on timber engineering 2018. Seoul, South Korea Hashemi A, Masoudnia R, Zarnani P, Quenneville P (2018a) Seismic resilient Cross Laminated Timber (CLT) platform structures using resilient Slip Friction Joints (RSFJs). In: World conference on timber engineering 2018. Seoul, South Korea
Zurück zum Zitat Hashemi A, Zarnani P, Quenneville P (2018b) Development of resilient seismic solutions for timber structures using the Resilient Slip Friction Joint (RSFJ) technology. In: World conference on timber engineering 2018. Seoul, South Korea Hashemi A, Zarnani P, Quenneville P (2018b) Development of resilient seismic solutions for timber structures using the Resilient Slip Friction Joint (RSFJ) technology. In: World conference on timber engineering 2018. Seoul, South Korea
Zurück zum Zitat Higgins C (2001) Hysteretic dampers for wood frame shear walls. In: 2001 Structures congress and exposition, ASCE. D.C., USA Higgins C (2001) Hysteretic dampers for wood frame shear walls. In: 2001 Structures congress and exposition, ASCE. D.C., USA
Zurück zum Zitat Hummel J (2017) Displacement-based seismic design for multi-storey cross laminated timber buildings (Vol. 8). PhD Dissertation. Kassel University Press GmbH, Kassel, Germany Hummel J (2017) Displacement-based seismic design for multi-storey cross laminated timber buildings (Vol. 8). PhD Dissertation. Kassel University Press GmbH, Kassel, Germany
Zurück zum Zitat Iiba M, Midorikawa M, Yamanouchi H et al (2000) Shaking table tests on performance of isolators for houses subjected to three-dimensional earthquake motions. In: 12th World Conference on Earthquake Engineering. Auckland, New Zealand, p 8 Iiba M, Midorikawa M, Yamanouchi H et al (2000) Shaking table tests on performance of isolators for houses subjected to three-dimensional earthquake motions. In: 12th World Conference on Earthquake Engineering. Auckland, New Zealand, p 8
Zurück zum Zitat Iiba M, Midorikawa M, Yamanouchi Y et al (2001) Construction of a base-isolated house for observation of isolation effects during earthquake and wind. In: Joint meeting of the US-Japan cooperative program in natural resources panel on wind and seismic effects. D.C., USA, pp 203–211 Iiba M, Midorikawa M, Yamanouchi Y et al (2001) Construction of a base-isolated house for observation of isolation effects during earthquake and wind. In: Joint meeting of the US-Japan cooperative program in natural resources panel on wind and seismic effects. D.C., USA, pp 203–211
Zurück zum Zitat Iiba M, Midorikawa M, Hamada H et al (2004) Seismic safety evaluation of base-isolated houses with rubber bearing. In: 13th World Conference on Earthquake Engineering. Vancouver, Canada, p 12 Iiba M, Midorikawa M, Hamada H et al (2004) Seismic safety evaluation of base-isolated houses with rubber bearing. In: 13th World Conference on Earthquake Engineering. Vancouver, Canada, p 12
Zurück zum Zitat Iqbal A (2011) Seismic response and design of subassemblies for multi-storey prestressed timber buildings. University of Canterbury Iqbal A (2011) Seismic response and design of subassemblies for multi-storey prestressed timber buildings. University of Canterbury
Zurück zum Zitat Iqbal A, Pampanin S, Buchanan AH, Palermo A (2007) Improved seismic performance of LVL post-tensioned walls coupled with UFP devices. In: 8th Pacific Conference on Earthquake engineering. Singapore Iqbal A, Pampanin S, Buchanan AH, Palermo A (2007) Improved seismic performance of LVL post-tensioned walls coupled with UFP devices. In: 8th Pacific Conference on Earthquake engineering. Singapore
Zurück zum Zitat Iqbal A, Pampanin S, Buchanan AH (2008) Seismic behaviour of prestressed timber columns under bi-directional loading. In: 10th World Conference on Timber Engineering. Miyazaki, Japan, pp 1810–1817 Iqbal A, Pampanin S, Buchanan AH (2008) Seismic behaviour of prestressed timber columns under bi-directional loading. In: 10th World Conference on Timber Engineering. Miyazaki, Japan, pp 1810–1817
Zurück zum Zitat Iqbal A, Pampanin S, Palermo A, Buchanan AH (2010) Seismic Performance of Full-scale Posttensioned Timber Beam-column Joints. In: World Conference on Timber Engineering. Riva del Garda, Italy, pp 383–405 Iqbal A, Pampanin S, Palermo A, Buchanan AH (2010) Seismic Performance of Full-scale Posttensioned Timber Beam-column Joints. In: World Conference on Timber Engineering. Riva del Garda, Italy, pp 383–405
Zurück zum Zitat Iqbal A, Pampanin S, Fragiacomo M et al (2012) Seismic response of post-tensioned LVL walls coupled with plywood sheets. In: World conference on timber engineering. Auckland, New Zealand, p 6 Iqbal A, Pampanin S, Fragiacomo M et al (2012) Seismic response of post-tensioned LVL walls coupled with plywood sheets. In: World conference on timber engineering. Auckland, New Zealand, p 6
Zurück zum Zitat Jahnel L, Cole E (2017) Design approach for friction spring dampers in steel framed buildings. Experiences from Christchurch/NZ. In: 16th World Conference on Earthquake Engineering. Santiago, Chile Jahnel L, Cole E (2017) Design approach for friction spring dampers in steel framed buildings. Experiences from Christchurch/NZ. In: 16th World Conference on Earthquake Engineering. Santiago, Chile
Zurück zum Zitat Jampole EA, Swensen S, Fell B et al (2014) Dynamic testing of a low-cost sliding isolation system for light-frame residential structures. In: Tenth US National Conference on Earthquake Engineering. Anchorage, USA, pp 21–25 Jampole EA, Swensen S, Fell B et al (2014) Dynamic testing of a low-cost sliding isolation system for light-frame residential structures. In: Tenth US National Conference on Earthquake Engineering. Anchorage, USA, pp 21–25
Zurück zum Zitat Jampole E, Deierlein GG, Miranda E et al (2017) An economic sliding isolation system for light frame. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, p 12 Jampole E, Deierlein GG, Miranda E et al (2017) An economic sliding isolation system for light frame. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, p 12
Zurück zum Zitat Jorissen A, Fragiacomo M (2011) General notes on ductility in timber structures. Eng Struct 33(11):2987–2997CrossRef Jorissen A, Fragiacomo M (2011) General notes on ductility in timber structures. Eng Struct 33(11):2987–2997CrossRef
Zurück zum Zitat Karacabeyli E, Lum C (2014) Technical guide for the design and construction of tall wood buildings in Canada. FPInnovations Pointe-Claire, QC Karacabeyli E, Lum C (2014) Technical guide for the design and construction of tall wood buildings in Canada. FPInnovations Pointe-Claire, QC
Zurück zum Zitat Kasai K, Sakata H, Wada A, Miyashita T (2005) Dynamic behavior of a wood frame with shear link passive control mechanism involving K-brace. J Struct Constr Eng 70:51–59CrossRef Kasai K, Sakata H, Wada A, Miyashita T (2005) Dynamic behavior of a wood frame with shear link passive control mechanism involving K-brace. J Struct Constr Eng 70:51–59CrossRef
Zurück zum Zitat Kasal B, Polocoser T, Guindos P et al (2015) High-Performance Composite-Reinforced Earthquake Resistant Buildings with Self-Aligning Capabilities. In: Taucer F, Apostolska R (eds) Experimental Research in Earthquake Engineering. Springer International Publishing, Cham, pp 359–372CrossRef Kasal B, Polocoser T, Guindos P et al (2015) High-Performance Composite-Reinforced Earthquake Resistant Buildings with Self-Aligning Capabilities. In: Taucer F, Apostolska R (eds) Experimental Research in Earthquake Engineering. Springer International Publishing, Cham, pp 359–372CrossRef
Zurück zum Zitat Kawai N, Araki Y, Koshihara M, Isoda H (2006) Seismic dampers for rehabilitating vulnerable Japanese wood houses. In: World Conference on timber engineering. Portland, USA Kawai N, Araki Y, Koshihara M, Isoda H (2006) Seismic dampers for rehabilitating vulnerable Japanese wood houses. In: World Conference on timber engineering. Portland, USA
Zurück zum Zitat Kurama YC (2000) Seismic design of unbonded post-tensioned precast concrete walls with supplemental viscous damping. ACI Struct J 97:648–658 Kurama YC (2000) Seismic design of unbonded post-tensioned precast concrete walls with supplemental viscous damping. ACI Struct J 97:648–658
Zurück zum Zitat Kurama YC, Pessiki S, Sause R, Lu L-W (1999) Seismic behavior and design of unbonded post-tensioned precast concrete walls. PCI J 44:72–89CrossRef Kurama YC, Pessiki S, Sause R, Lu L-W (1999) Seismic behavior and design of unbonded post-tensioned precast concrete walls. PCI J 44:72–89CrossRef
Zurück zum Zitat Leyder C, Chatzi E, Frangi A (2015a) Structural health monitoring of an innovative timber building. In: International conference on performance-based and life-cycle structural engineering. Queensland, Australia, pp 1383–1392 Leyder C, Chatzi E, Frangi A (2015a) Structural health monitoring of an innovative timber building. In: International conference on performance-based and life-cycle structural engineering. Queensland, Australia, pp 1383–1392
Zurück zum Zitat Leyder C, Wanninger F, Frangi A, Chatzi E (2015b) Dynamic response of an innovative hybrid structure in hardwood. In: Proceedings of the institution of civil engineers—construction materials. pp 132–143 Leyder C, Wanninger F, Frangi A, Chatzi E (2015b) Dynamic response of an innovative hybrid structure in hardwood. In: Proceedings of the institution of civil engineers—construction materials. pp 132–143
Zurück zum Zitat Liu H, Van De Lindt JW, Symans MD (2009) Performance-based evaluation of base isolated light-frame wood structures. NEES Res 8 Liu H, Van De Lindt JW, Symans MD (2009) Performance-based evaluation of base isolated light-frame wood structures. NEES Res 8
Zurück zum Zitat Loo WY, Quenneville P, Chouw N (2012b) Design and numerical verification of a multi-storey timber shear wall with slip-friction conectors. In: World conference on timber engineering. Auckland, New Zealand, p 9 Loo WY, Quenneville P, Chouw N (2012b) Design and numerical verification of a multi-storey timber shear wall with slip-friction conectors. In: World conference on timber engineering. Auckland, New Zealand, p 9
Zurück zum Zitat Loo WY, Quenneville P, Chouw N (2016) Rocking timber structure with slip-friction connectors conceptualized as a plastically deformable hinge within a multistory shear wall. J Struct Eng 142:E4015010CrossRef Loo WY, Quenneville P, Chouw N (2016) Rocking timber structure with slip-friction connectors conceptualized as a plastically deformable hinge within a multistory shear wall. J Struct Eng 142:E4015010CrossRef
Zurück zum Zitat Ma S (2016) Numerical study of pin-supported cross-laminated timber (CLT) shear wall system equipped with low-yield steel dampers. University of British Columbia, Columbia Ma S (2016) Numerical study of pin-supported cross-laminated timber (CLT) shear wall system equipped with low-yield steel dampers. University of British Columbia, Columbia
Zurück zum Zitat Matsuda K, Sakata H, Kasai K, Ooki Y (2008a) Experimental study on dynamic response of wooden frames with passive control. J Struct Eng 54B:149–156 (In Japanese) Matsuda K, Sakata H, Kasai K, Ooki Y (2008a) Experimental study on dynamic response of wooden frames with passive control. J Struct Eng 54B:149–156 (In Japanese)
Zurück zum Zitat Matsuda K, Sakata H, Kasai K, Ooki Y (2008b) Experimental study on dynamic behavior of wooden frames with passive control system and inner-and-outer walls using shaking table. In: 14th World conference on earthquake engineering. Beijing, China, p 7 Matsuda K, Sakata H, Kasai K, Ooki Y (2008b) Experimental study on dynamic behavior of wooden frames with passive control system and inner-and-outer walls using shaking table. In: 14th World conference on earthquake engineering. Beijing, China, p 7
Zurück zum Zitat Matsuda K, Sakata H, Kasai K (2010) Seismic response controlled effect of wooden houses by framed analysis. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 7 Matsuda K, Sakata H, Kasai K (2010) Seismic response controlled effect of wooden houses by framed analysis. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 7
Zurück zum Zitat Matsuda K, Kasai K, Sakata H (2012) Analytical study on passively controlled 2-story wooden frame by detailed frame model. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal Matsuda K, Kasai K, Sakata H (2012) Analytical study on passively controlled 2-story wooden frame by detailed frame model. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal
Zurück zum Zitat McMullin KM, Merrick D (2002) Seismic performance of gypsum walls: Experimental test program. California Institute of Technology and the Consortium of Universities for Research in Earthquake Engineering, Richmond McMullin KM, Merrick D (2002) Seismic performance of gypsum walls: Experimental test program. California Institute of Technology and the Consortium of Universities for Research in Earthquake Engineering, Richmond
Zurück zum Zitat Moroder D, Buchanan AH, Pampanin S (2013) Preventing seismic damage to floors in post-tensioned timber frame buildings. New Zeal Timber Des J 21:9–15 Moroder D, Buchanan AH, Pampanin S (2013) Preventing seismic damage to floors in post-tensioned timber frame buildings. New Zeal Timber Des J 21:9–15
Zurück zum Zitat Moroder D, Sarti F, Palermo A et al (2014) Experimental investigation of wall-to-floor connections in post-tensioned timber buildings. In: New Zealand Society for Earthquake Engineering Conference. Auckland, New Zealand Moroder D, Sarti F, Palermo A et al (2014) Experimental investigation of wall-to-floor connections in post-tensioned timber buildings. In: New Zealand Society for Earthquake Engineering Conference. Auckland, New Zealand
Zurück zum Zitat Morrell I, Phillips A, Dolan JD, Blomgren H-E (2018) Development of an inter-panel connector for cross-laminated timber rocking walls. In: World Conference on Timber Engineering 2018. Seoul, South Korea Morrell I, Phillips A, Dolan JD, Blomgren H-E (2018) Development of an inter-panel connector for cross-laminated timber rocking walls. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat Mualla I, Belev B (2017) Overview of Recent Projects Implementing Rotational Friction Dampers. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, pp 1–12 Mualla I, Belev B (2017) Overview of Recent Projects Implementing Rotational Friction Dampers. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, pp 1–12
Zurück zum Zitat Naeim F, Kelly JM (1999) Design of seismic isolated structures: from theory to practice, 1st edn. Wiley, Hoboken Naeim F, Kelly JM (1999) Design of seismic isolated structures: from theory to practice, 1st edn. Wiley, Hoboken
Zurück zum Zitat Newcombe MP (2011) Seismic design of post-tensioned timber frame and wall buildings. University of Canterbury Newcombe MP (2011) Seismic design of post-tensioned timber frame and wall buildings. University of Canterbury
Zurück zum Zitat Newcombe MP, Cusiel MR, Pampanin S et al (2010a) Simplified design of post-tensioned timber frames. In: CIB - W18 Workshop on Timber Structures. Nelson, New Zealand, p 10 Newcombe MP, Cusiel MR, Pampanin S et al (2010a) Simplified design of post-tensioned timber frames. In: CIB - W18 Workshop on Timber Structures. Nelson, New Zealand, p 10
Zurück zum Zitat Newcombe MP, Pampanin S, Buchanan AH (2010b) Design, fabrication and assembly of a two-storey post-tensioned timber building. In: World Conference on Timber Engineering. Riva del Garda, Italy, pp 3092–3100 Newcombe MP, Pampanin S, Buchanan AH (2010b) Design, fabrication and assembly of a two-storey post-tensioned timber building. In: World Conference on Timber Engineering. Riva del Garda, Italy, pp 3092–3100
Zurück zum Zitat Newcombe MP, Pampanin S, Buchanan AH (2010c) Global response of a two storey Pres-Lam timber building. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand, p 8 Newcombe MP, Pampanin S, Buchanan AH (2010c) Global response of a two storey Pres-Lam timber building. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand, p 8
Zurück zum Zitat Newcombe MP, Pampanin S, Buchanan AH (2012) Governing criteria for the lateral force design of post-tensioned timber buildings. In: World Conference on Timber Engineering. Auckland, New Zealand, p 7 Newcombe MP, Pampanin S, Buchanan AH (2012) Governing criteria for the lateral force design of post-tensioned timber buildings. In: World Conference on Timber Engineering. Auckland, New Zealand, p 7
Zurück zum Zitat Ottenhaus LM, Li M, Smith T, Quenneville P (2018) Overstrength of dowelled CLT connections under monotonic and cyclic loading. B Earthq Eng 16(2):753–773CrossRef Ottenhaus LM, Li M, Smith T, Quenneville P (2018) Overstrength of dowelled CLT connections under monotonic and cyclic loading. B Earthq Eng 16(2):753–773CrossRef
Zurück zum Zitat Palermo A, Pampanin S, Buchanan AH, Newcombe MP (2005) Seismic design of multi-storey buildings using laminated veneer lumber (LVL). In: New Zealand Society for Earthquake Engineering Conference. University of Canterbury. Civil Engineering, Wairakei, New Zealand, p 8 Palermo A, Pampanin S, Buchanan AH, Newcombe MP (2005) Seismic design of multi-storey buildings using laminated veneer lumber (LVL). In: New Zealand Society for Earthquake Engineering Conference. University of Canterbury. Civil Engineering, Wairakei, New Zealand, p 8
Zurück zum Zitat Palermo A, Pampanin S, Buchanan AH (2006a) Experimental investigations on LVL seismic resistant wall and frame subassemblies. In: 1st European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland, p 10 Palermo A, Pampanin S, Buchanan AH (2006a) Experimental investigations on LVL seismic resistant wall and frame subassemblies. In: 1st European Conference on Earthquake Engineering and Seismology. Geneva, Switzerland, p 10
Zurück zum Zitat Palermo A, Pampanin S, Fragiacomo M et al (2006b) Quasi-static cyclic tests on seismic-resistant beam-to-column and column-to-foundation subassemblies using Laminated Veneer Lumber (LVL). In: 19th Australasian Conference on Mechanics and Materials. Christchurch, New Zealand, pp 1043–1049 Palermo A, Pampanin S, Fragiacomo M et al (2006b) Quasi-static cyclic tests on seismic-resistant beam-to-column and column-to-foundation subassemblies using Laminated Veneer Lumber (LVL). In: 19th Australasian Conference on Mechanics and Materials. Christchurch, New Zealand, pp 1043–1049
Zurück zum Zitat Palermo A, Pampanin S, Fragiacomo M et al (2006c) Innovative Seismic Solutions for Multi-Storey LVL Timber Buildings Overview of the research program. In: World Conference on Timber Engineering. Portland, USA, p 8 Palermo A, Pampanin S, Fragiacomo M et al (2006c) Innovative Seismic Solutions for Multi-Storey LVL Timber Buildings Overview of the research program. In: World Conference on Timber Engineering. Portland, USA, p 8
Zurück zum Zitat Palermo A, Sarti F, Baird A et al (2012) From theory to practice: Design, analysis and construction of dissipative timber rocking post-tensioning wall system for Carterton Events Centre, New Zealand. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal, p 10 Palermo A, Sarti F, Baird A et al (2012) From theory to practice: Design, analysis and construction of dissipative timber rocking post-tensioning wall system for Carterton Events Centre, New Zealand. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal, p 10
Zurück zum Zitat Pall AS, Pall R (1991) Seismic response of a friction-base-isolated house in Montreal. In: 6th Canadian Conference on Earthquake Engineering. Toronto, Canada, pp 375–382 Pall AS, Pall R (1991) Seismic response of a friction-base-isolated house in Montreal. In: 6th Canadian Conference on Earthquake Engineering. Toronto, Canada, pp 375–382
Zurück zum Zitat Pampanin S, Palermo A, Buchanan AH et al (2006) Code provisions for seismic design of multi-storey post-tensioned timber buildings. In: CIB - W18 Workshop on Timber Structures. Florence, Italy Pampanin S, Palermo A, Buchanan AH et al (2006) Code provisions for seismic design of multi-storey post-tensioned timber buildings. In: CIB - W18 Workshop on Timber Structures. Florence, Italy
Zurück zum Zitat Pei S, van de Lindt JW, Popovski M et al (2016) Cross-Laminated Timber for Seismic Regions: Progress and Challenges for Research and Implementation. J Struct Eng 142:E2514001CrossRef Pei S, van de Lindt JW, Popovski M et al (2016) Cross-Laminated Timber for Seismic Regions: Progress and Challenges for Research and Implementation. J Struct Eng 142:E2514001CrossRef
Zurück zum Zitat Pei S, van de Lindt J, Barbosa A et al (2018) Full-scale shake table test of mass-timber building with resilient post-tensioned rocking walls. In: World Conference on Timber Engineering 2018. Seoul, South Korea Pei S, van de Lindt J, Barbosa A et al (2018) Full-scale shake table test of mass-timber building with resilient post-tensioned rocking walls. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat Pino DA (2011) Dynamic response of post-tensioned timber frame buildings. University of Canterbury Pino DA (2011) Dynamic response of post-tensioned timber frame buildings. University of Canterbury
Zurück zum Zitat Pino DA, Pampanin S, Carradine D et al (2010) Dynamic response of a multi-storey post-tensioned timber building. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 8 Pino DA, Pampanin S, Carradine D et al (2010) Dynamic response of a multi-storey post-tensioned timber building. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 8
Zurück zum Zitat Ponzo FC, Smith TJ, Di Cesare A et al (2012) Shaking table test of a multistorey post-tensioned glulam building: design and construction. In: World Conference on Timber Engineering. Auckland, New Zealand, p 9 Ponzo FC, Smith TJ, Di Cesare A et al (2012) Shaking table test of a multistorey post-tensioned glulam building: design and construction. In: World Conference on Timber Engineering. Auckland, New Zealand, p 9
Zurück zum Zitat Popovski M, Karacabeyli E (2012) Seismic behaviour of cross-laminated timber structures. In: World Conference on Timber Engineering. Auckland, New Zealand Popovski M, Karacabeyli E (2012) Seismic behaviour of cross-laminated timber structures. In: World Conference on Timber Engineering. Auckland, New Zealand
Zurück zum Zitat Popovski M, Schneider J, Schweinsteiger M (2010) Lateral load resistance of cross-laminated wood panels. In: World Conference on Timber Engineering. pp 20–24 Popovski M, Schneider J, Schweinsteiger M (2010) Lateral load resistance of cross-laminated wood panels. In: World Conference on Timber Engineering. pp 20–24
Zurück zum Zitat Porcu MC (2017) Ductile behavior of timber structures under strong dynamic loads. In: Concu G (ed) Wood in Civil Engineering. InTech, pp 173–196 Porcu MC (2017) Ductile behavior of timber structures under strong dynamic loads. In: Concu G (ed) Wood in Civil Engineering. InTech, pp 173–196
Zurück zum Zitat Pozza L, Scotta R, Trutalli D et al (2016a) Concrete-plated wooden shear walls: structural details, testing, and seismic characterization. J Struct Eng 142:E4015003CrossRef Pozza L, Scotta R, Trutalli D et al (2016a) Concrete-plated wooden shear walls: structural details, testing, and seismic characterization. J Struct Eng 142:E4015003CrossRef
Zurück zum Zitat Priestley MJN (1991) Overview of PRESSS research program. PCI J 36:50–57CrossRef Priestley MJN (1991) Overview of PRESSS research program. PCI J 36:50–57CrossRef
Zurück zum Zitat Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-Based Seismic Design of Structures, 1st edn. IUSS Press, Pavia Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-Based Seismic Design of Structures, 1st edn. IUSS Press, Pavia
Zurück zum Zitat Rainer JH, Karacabeyli E (1999) Performance of wood-frame building construction in earthquakes. Forintek Spec Publ Rep No SP-40 Rainer JH, Karacabeyli E (1999) Performance of wood-frame building construction in earthquakes. Forintek Spec Publ Rep No SP-40
Zurück zum Zitat Reed JW, Kircher CA (1986) Base isolation of a five-story wood-frame building. In: Seminar and Workshop on Base Isolation and Passive Energy Dissipation (ATC-17). San Francisco, USA, pp 133–142 Reed JW, Kircher CA (1986) Base isolation of a five-story wood-frame building. In: Seminar and Workshop on Base Isolation and Passive Energy Dissipation (ATC-17). San Francisco, USA, pp 133–142
Zurück zum Zitat Sakamoto I, Ohashi Y, Fujii Y (1990) Seismic behavior of base isolated two-storied wooden building. In: 1990 International Timber Engineering Conference. Tokyo, Japan, pp 938–945 Sakamoto I, Ohashi Y, Fujii Y (1990) Seismic behavior of base isolated two-storied wooden building. In: 1990 International Timber Engineering Conference. Tokyo, Japan, pp 938–945
Zurück zum Zitat Sakata H, Kasai K, Wada A et al (2007) Shaking table tests of wood frames with velocity-dependent dampers. J Struct Constr Eng (Transactions AIJ) 615:161–168CrossRef Sakata H, Kasai K, Wada A et al (2007) Shaking table tests of wood frames with velocity-dependent dampers. J Struct Constr Eng (Transactions AIJ) 615:161–168CrossRef
Zurück zum Zitat Sakata H, Kasai K, Ooki Y, Matsuda K (2008) Experimental study on dynamic behavior of passive control system applied for conventional post-and-beam two-story wooden house using shaking table. J Struct Constr Eng (Transactions AIJ) 73:1607–1615CrossRef Sakata H, Kasai K, Ooki Y, Matsuda K (2008) Experimental study on dynamic behavior of passive control system applied for conventional post-and-beam two-story wooden house using shaking table. J Struct Constr Eng (Transactions AIJ) 73:1607–1615CrossRef
Zurück zum Zitat Sakata H, Kasai K, Matsuda K, Yamazaki Y (2017) Development of Passively Controlled Small Wooden. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, p 12 Sakata H, Kasai K, Matsuda K, Yamazaki Y (2017) Development of Passively Controlled Small Wooden. In: 16th World Conference on Earthquake Engineering. Santiago, Chile, p 12
Zurück zum Zitat Sarti F (2015) Seismic Design of Low-Damage Post-Tensioned Timber Wall Systems. University of Canterbury Sarti F (2015) Seismic Design of Low-Damage Post-Tensioned Timber Wall Systems. University of Canterbury
Zurück zum Zitat Sarti F, Palermo A, Pampanin S (2012) Simplified design procedures for post-tensioned seismic resistant timber walls. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal Sarti F, Palermo A, Pampanin S (2012) Simplified design procedures for post-tensioned seismic resistant timber walls. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal
Zurück zum Zitat Seim W, Kramar M, Pazlar T, Vogt T (2016) OSB and GFB As Sheathing Materials for Timber-Framed Shear Walls: Comparative Study of Seismic Resistance. J Struct Eng 142:E4015004CrossRef Seim W, Kramar M, Pazlar T, Vogt T (2016) OSB and GFB As Sheathing Materials for Timber-Framed Shear Walls: Comparative Study of Seismic Resistance. J Struct Eng 142:E4015004CrossRef
Zurück zum Zitat Shinde JK, Symans MD (2010) Integration of seismic protection systems in performance-based seismic design of woodframed structures. Technical Report MCEER-10-0003. University at Buffalo, State University of New York, Buffalo, USA Shinde JK, Symans MD (2010) Integration of seismic protection systems in performance-based seismic design of woodframed structures. Technical Report MCEER-10-0003. University at Buffalo, State University of New York, Buffalo, USA
Zurück zum Zitat Shinde JK, Symans MD, Filiatrault A, van de Lindt JW (2007) Application of seismic protection systems to woodframed buildings: Full-scale testing and field implementation. In: 5th Annual NEES Meeting. Snowbird, USA Shinde JK, Symans MD, Filiatrault A, van de Lindt JW (2007) Application of seismic protection systems to woodframed buildings: Full-scale testing and field implementation. In: 5th Annual NEES Meeting. Snowbird, USA
Zurück zum Zitat Shinde JK, Symans MD, Liu H, van de Lindt JW (2008) Seismic performance assessment of woodframed structures with energy dissipation systems. In: 18th Conference on Analysis and Computation held in Conjunction with ASCE/SEI Structures Congress. Vancouver, Canada, pp 1–9 Shinde JK, Symans MD, Liu H, van de Lindt JW (2008) Seismic performance assessment of woodframed structures with energy dissipation systems. In: 18th Conference on Analysis and Computation held in Conjunction with ASCE/SEI Structures Congress. Vancouver, Canada, pp 1–9
Zurück zum Zitat Simonetti M, Ponzo FC, Di Cesare A et al (2014) Non-linear numerical modelling of a post-tensioned timber frame building with dissipative steel angle devices. In: 2nd European Conference on Earthquake Engineering. Istanbul, Turkey, p 12 Simonetti M, Ponzo FC, Di Cesare A et al (2014) Non-linear numerical modelling of a post-tensioned timber frame building with dissipative steel angle devices. In: 2nd European Conference on Earthquake Engineering. Istanbul, Turkey, p 12
Zurück zum Zitat Smith TJ (2008) Feasibility of Multi Storey Post-Tensioned Timber Buildings: Detailing, Cost and Construction. University of Canterbury Smith TJ (2008) Feasibility of Multi Storey Post-Tensioned Timber Buildings: Detailing, Cost and Construction. University of Canterbury
Zurück zum Zitat Smith TJ, Ludwig F, Pampanin S et al (2007) Seismic response of hybrid-LVL coupled walls under quasi-static and pseudo-dynamic testing. In: New Zealand Society for Earthquake Engineering Conference. Palmerston North, New Zealand Smith TJ, Ludwig F, Pampanin S et al (2007) Seismic response of hybrid-LVL coupled walls under quasi-static and pseudo-dynamic testing. In: New Zealand Society for Earthquake Engineering Conference. Palmerston North, New Zealand
Zurück zum Zitat Smith TJ, Fragiacomo M, Pampanin S, Buchanan AH (2009) Construction time and cost for post-tensioned timber buildings. Proc Inst Civ Eng Mater 162:141–149 Smith TJ, Fragiacomo M, Pampanin S, Buchanan AH (2009) Construction time and cost for post-tensioned timber buildings. Proc Inst Civ Eng Mater 162:141–149
Zurück zum Zitat Smith TJ, Pampanin S, Carradine D et al (2012a) Dynamic Testing of Multi-storey Post-tensioned Glulam Building: Planning, Design and Numerical Analysis. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal Smith TJ, Pampanin S, Carradine D et al (2012a) Dynamic Testing of Multi-storey Post-tensioned Glulam Building: Planning, Design and Numerical Analysis. In: 15th World Conference on Earthquake Engineering. Lisbon, Portugal
Zurück zum Zitat Smith TJ, Ponzo FC, Di Cesare A et al (2012b) Seismic performance of a post-tensioned glue laminated beam to column joint: experimental and numerical results. In: World Conference on Timber Engineering. Auckland, New Zealand, p 9 Smith TJ, Ponzo FC, Di Cesare A et al (2012b) Seismic performance of a post-tensioned glue laminated beam to column joint: experimental and numerical results. In: World Conference on Timber Engineering. Auckland, New Zealand, p 9
Zurück zum Zitat Smith TJ, Pampanin S, Cesare AD et al (2014a) Shaking table testing of a multi-storey post-tensioned timber building. In: New Zealand Society for Earthquake Engineering Conference. Auckland, New Zealand Smith TJ, Pampanin S, Cesare AD et al (2014a) Shaking table testing of a multi-storey post-tensioned timber building. In: New Zealand Society for Earthquake Engineering Conference. Auckland, New Zealand
Zurück zum Zitat Swensen S, Acevedo C, Jampole EA et al (2014) Toward damage free residential houses through unibody light-frame construction with seismic isolation. In: SEAOC 2014 83rd Annual Convention. Indian Wells, USA, p 15 Swensen S, Acevedo C, Jampole EA et al (2014) Toward damage free residential houses through unibody light-frame construction with seismic isolation. In: SEAOC 2014 83rd Annual Convention. Indian Wells, USA, p 15
Zurück zum Zitat Symans MD, Cofer WF, Du Y, Fridley KJ (2002a) Evaluation of fluid dampers for seismic energy dissipation of woodframe structures. California Institute of Technology and the Consortium of Universities for Research in Earthquake Engineering, Richmond Symans MD, Cofer WF, Du Y, Fridley KJ (2002a) Evaluation of fluid dampers for seismic energy dissipation of woodframe structures. California Institute of Technology and the Consortium of Universities for Research in Earthquake Engineering, Richmond
Zurück zum Zitat Symans MD, Cofer WF, Fridley KJ, Du Y (2002c) Effects of supplemental energy dissipation systems on the seismic response of light-framed wood buildings. In: 7th National Conference on Earthquake Engineering. Boston, USA Symans MD, Cofer WF, Fridley KJ, Du Y (2002c) Effects of supplemental energy dissipation systems on the seismic response of light-framed wood buildings. In: 7th National Conference on Earthquake Engineering. Boston, USA
Zurück zum Zitat Symans MD, Yang S, Mosqueda G et al (2017) Development of Compact Damper Framing Systems for Seismic Protection of Structures. In: 16th World Conference on Earthquake Engineering. Santiago, Chile Symans MD, Yang S, Mosqueda G et al (2017) Development of Compact Damper Framing Systems for Seismic Protection of Structures. In: 16th World Conference on Earthquake Engineering. Santiago, Chile
Zurück zum Zitat Tamagnone G, Fragiacomo M (2018) On the rocking behavior of CLT wall assembiles. In: World Conference on Timber Engineering 2018. Seoul, South Korea Tamagnone G, Fragiacomo M (2018) On the rocking behavior of CLT wall assembiles. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat Tannert T, Follesa M, Fragiacomo M et al (2018) Seismic design of cross-laminated timber buildings. Wood Fiber Sci 50:3–26CrossRef Tannert T, Follesa M, Fragiacomo M et al (2018) Seismic design of cross-laminated timber buildings. Wood Fiber Sci 50:3–26CrossRef
Zurück zum Zitat Tian J (2014) Performance-Based Seismic Retrofit of Soft-Story Woodframe Buildings Using Energy-Dissipation Systems. Rensselaer Polytechnic Institute Tian J (2014) Performance-Based Seismic Retrofit of Soft-Story Woodframe Buildings Using Energy-Dissipation Systems. Rensselaer Polytechnic Institute
Zurück zum Zitat Tian J, Symans MD, Gershfeld M et al (2014) Seismic performance of a full-scale soft-story woodframed building with energy dissipation retrofit. In: Tenth U.S. National Conference on Earthquake Engineering. Anchorage, USA, p 11 Tian J, Symans MD, Gershfeld M et al (2014) Seismic performance of a full-scale soft-story woodframed building with energy dissipation retrofit. In: Tenth U.S. National Conference on Earthquake Engineering. Anchorage, USA, p 11
Zurück zum Zitat Valadbeigi A, Zarnani P, Quenneville P (2018) Out-Of-Plane Experimental Behaviour of a Timber Column with Resilient SlipFriction Joints. In: World Conference on Timber Engineering 2018. Seoul, South Korea Valadbeigi A, Zarnani P, Quenneville P (2018) Out-Of-Plane Experimental Behaviour of a Timber Column with Resilient SlipFriction Joints. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat van de Lindt JW, Pei S, Pryor SE et al (2010b) Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building. J Struct Eng 136:1262–1272CrossRef van de Lindt JW, Pei S, Pryor SE et al (2010b) Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building. J Struct Eng 136:1262–1272CrossRef
Zurück zum Zitat van de Lindt JW, Abell GT, Bahmani P et al (2013) Full-Scale Dynamic Testing of Soft-Story Retrofitted and Un-Retrofitted Woodframe Buildings. In: SEAOC 2013 Convention. San Diego, USA, pp 219–228 van de Lindt JW, Abell GT, Bahmani P et al (2013) Full-Scale Dynamic Testing of Soft-Story Retrofitted and Un-Retrofitted Woodframe Buildings. In: SEAOC 2013 Convention. San Diego, USA, pp 219–228
Zurück zum Zitat Ventura CE, Taylor GW, Prion HGL et al (2002) Full-scale shaking table studies of woodframe residential construction. In: 7th US National Conference on Earthquake Engineering. Boston, USA Ventura CE, Taylor GW, Prion HGL et al (2002) Full-scale shaking table studies of woodframe residential construction. In: 7th US National Conference on Earthquake Engineering. Boston, USA
Zurück zum Zitat Wanninger F (2015) Post-tensioned timber frame structures. Zürich, Switzerland Wanninger F (2015) Post-tensioned timber frame structures. Zürich, Switzerland
Zurück zum Zitat Wiebe L, Christopoulos C, Tremblay R, Leclerc M (2013) Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthq Eng Struct Dyn 42:1053–1068CrossRef Wiebe L, Christopoulos C, Tremblay R, Leclerc M (2013) Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. Earthq Eng Struct Dyn 42:1053–1068CrossRef
Zurück zum Zitat Yamazaki Y, Kasai K, Sakata H (2010) Torsional seismic response reduction by passive control devise for conventional post-and-beam one-story wooden house with stiffness eccentricity. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 11 Yamazaki Y, Kasai K, Sakata H (2010) Torsional seismic response reduction by passive control devise for conventional post-and-beam one-story wooden house with stiffness eccentricity. In: World Conference on Timber Engineering. Riva del Garda, Italy, p 11
Zurück zum Zitat Yancey CWC, Somes NF (1973) Structural tests of a wood framed housing module. Rep. No. NBSIR 73–121. National Bureau of Standards, Washington, DC. USA Yancey CWC, Somes NF (1973) Structural tests of a wood framed housing module. Rep. No. NBSIR 73–121. National Bureau of Standards, Washington, DC. USA
Zurück zum Zitat Yasumura M, Kobayashi K, Okabe M et al (2016) Full-Scale Tests and Numerical Analysis of Low-Rise CLT Structures under Lateral Loading. J Struct Eng 142:E4015007CrossRef Yasumura M, Kobayashi K, Okabe M et al (2016) Full-Scale Tests and Numerical Analysis of Low-Rise CLT Structures under Lateral Loading. J Struct Eng 142:E4015007CrossRef
Zurück zum Zitat Yokel FY, Hsi G, Somes NF (1973) Full scale test on a two-story house subjected to lateral load. Build Sci Ser 44:56 Yokel FY, Hsi G, Somes NF (1973) Full scale test on a two-story house subjected to lateral load. Build Sci Ser 44:56
Zurück zum Zitat Yousef-beik SMM, Zarnani P, Mohammadi F et al (2018) New Seismic Damage Avoidant Timber Brace Using Innovative Resilient SlipFriction Joints for Multi-story Applications. In: World Conference on Timber Engineering 2018. Seoul, South Korea Yousef-beik SMM, Zarnani P, Mohammadi F et al (2018) New Seismic Damage Avoidant Timber Brace Using Innovative Resilient SlipFriction Joints for Multi-story Applications. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat Zarnani P, Valadbeigi A, Hashemi A et al (2018) Rotational performance of Resilient Slip Friction Joint (RSFJ) as a new damage free seismic connection. In: World Conference on Timber Engineering 2018. Seoul, South Korea Zarnani P, Valadbeigi A, Hashemi A et al (2018) Rotational performance of Resilient Slip Friction Joint (RSFJ) as a new damage free seismic connection. In: World Conference on Timber Engineering 2018. Seoul, South Korea
Zurück zum Zitat Zayas VA, Low SS (1997) Seismic Isolation of a Four-Story Wood Building. In: Earthquake performance and safety of timber structures. Forest Products Society, Madison, pp 83–91 Zayas VA, Low SS (1997) Seismic Isolation of a Four-Story Wood Building. In: Earthquake performance and safety of timber structures. Forest Products Society, Madison, pp 83–91
Zurück zum Zitat Zimmerman RB, Mcdonnell E (2017) Framework—A tall re-centering mass timber building in the United States. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand, p 9 Zimmerman RB, Mcdonnell E (2017) Framework—A tall re-centering mass timber building in the United States. In: New Zealand Society for Earthquake Engineering Conference. Wellington, New Zealand, p 9
Metadaten
Titel
Seismic protection technologies for timber structures: a review
verfasst von
David Ugalde
José Luis Almazán
Hernán Santa María
Pablo Guindos
Publikationsdatum
29.01.2019
Verlag
Springer Berlin Heidelberg
Erschienen in
European Journal of Wood and Wood Products / Ausgabe 2/2019
Print ISSN: 0018-3768
Elektronische ISSN: 1436-736X
DOI
https://doi.org/10.1007/s00107-019-01389-9

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