A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers

Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior...
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Autor*in:	Zhou, Ying [verfasserIn] Aguaguiña, Mario [verfasserIn] Beskos, Dimitri E. [verfasserIn] Gong, Shunming [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Viscoelastic damper Nonlinear characteristics Equivalent linearization Displacement-based design method Building structure Nonlinear time-history analysis

Anmerkung:	© The Author(s), under exclusive licence to Springer Nature B.V. 2021

Übergeordnetes Werk:	Enthalten in: Bulletin of earthquake engineering - Dordrecht : Springer Science + Business Media B.V., 2003, 19(2021), 11 vom: 08. Juni, Seite 4535-4585
Übergeordnetes Werk:	volume:19 ; year:2021 ; number:11 ; day:08 ; month:06 ; pages:4535-4585

Links:	Volltext

DOI / URN:	10.1007/s10518-021-01135-8

Katalog-ID:	SPR044814968

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520			\|a Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building.
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allfields	10.1007/s10518-021-01135-8 doi (DE-627)SPR044814968 (SPR)s10518-021-01135-8-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Zhou, Ying verfasserin aut A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213 Aguaguiña, Mario verfasserin aut Beskos, Dimitri E. verfasserin aut Gong, Shunming verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 19(2021), 11 vom: 08. Juni, Seite 4535-4585 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585 https://dx.doi.org/10.1007/s10518-021-01135-8 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 19 2021 11 08 06 4535-4585
spelling	10.1007/s10518-021-01135-8 doi (DE-627)SPR044814968 (SPR)s10518-021-01135-8-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Zhou, Ying verfasserin aut A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213 Aguaguiña, Mario verfasserin aut Beskos, Dimitri E. verfasserin aut Gong, Shunming verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 19(2021), 11 vom: 08. Juni, Seite 4535-4585 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585 https://dx.doi.org/10.1007/s10518-021-01135-8 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 19 2021 11 08 06 4535-4585
allfields_unstemmed	10.1007/s10518-021-01135-8 doi (DE-627)SPR044814968 (SPR)s10518-021-01135-8-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Zhou, Ying verfasserin aut A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213 Aguaguiña, Mario verfasserin aut Beskos, Dimitri E. verfasserin aut Gong, Shunming verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 19(2021), 11 vom: 08. Juni, Seite 4535-4585 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585 https://dx.doi.org/10.1007/s10518-021-01135-8 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 19 2021 11 08 06 4535-4585
allfieldsGer	10.1007/s10518-021-01135-8 doi (DE-627)SPR044814968 (SPR)s10518-021-01135-8-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Zhou, Ying verfasserin aut A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213 Aguaguiña, Mario verfasserin aut Beskos, Dimitri E. verfasserin aut Gong, Shunming verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 19(2021), 11 vom: 08. Juni, Seite 4535-4585 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585 https://dx.doi.org/10.1007/s10518-021-01135-8 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 19 2021 11 08 06 4535-4585
allfieldsSound	10.1007/s10518-021-01135-8 doi (DE-627)SPR044814968 (SPR)s10518-021-01135-8-e DE-627 ger DE-627 rakwb eng 550 ASE 38.38 bkl 56.11 bkl Zhou, Ying verfasserin aut A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature B.V. 2021 Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213 Aguaguiña, Mario verfasserin aut Beskos, Dimitri E. verfasserin aut Gong, Shunming verfasserin aut Enthalten in Bulletin of earthquake engineering Dordrecht : Springer Science + Business Media B.V., 2003 19(2021), 11 vom: 08. Juni, Seite 4535-4585 (DE-627)359787797 (DE-600)2098452-2 1573-1456 nnns volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585 https://dx.doi.org/10.1007/s10518-021-01135-8 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 ASE 56.11 ASE AR 19 2021 11 08 06 4535-4585
language	English
source	Enthalten in Bulletin of earthquake engineering 19(2021), 11 vom: 08. Juni, Seite 4535-4585 volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585
sourceStr	Enthalten in Bulletin of earthquake engineering 19(2021), 11 vom: 08. Juni, Seite 4535-4585 volume:19 year:2021 number:11 day:08 month:06 pages:4535-4585
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Viscoelastic damper Nonlinear characteristics Equivalent linearization Displacement-based design method Building structure Nonlinear time-history analysis
dewey-raw	550
isfreeaccess_bool	false
container_title	Bulletin of earthquake engineering
authorswithroles_txt_mv	Zhou, Ying @@aut@@ Aguaguiña, Mario @@aut@@ Beskos, Dimitri E. @@aut@@ Gong, Shunming @@aut@@
publishDateDaySort_date	2021-06-08T00:00:00Z
hierarchy_top_id	359787797
dewey-sort	3550
id	SPR044814968
language_de	englisch
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author	Zhou, Ying
spellingShingle	Zhou, Ying ddc 550 bkl 38.38 bkl 56.11 misc Viscoelastic damper misc Nonlinear characteristics misc Equivalent linearization misc Displacement-based design method misc Building structure misc Nonlinear time-history analysis A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
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topic_title	550 ASE 38.38 bkl 56.11 bkl A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers Viscoelastic damper (dpeaa)DE-He213 Nonlinear characteristics (dpeaa)DE-He213 Equivalent linearization (dpeaa)DE-He213 Displacement-based design method (dpeaa)DE-He213 Building structure (dpeaa)DE-He213 Nonlinear time-history analysis (dpeaa)DE-He213
topic	ddc 550 bkl 38.38 bkl 56.11 misc Viscoelastic damper misc Nonlinear characteristics misc Equivalent linearization misc Displacement-based design method misc Building structure misc Nonlinear time-history analysis
topic_unstemmed	ddc 550 bkl 38.38 bkl 56.11 misc Viscoelastic damper misc Nonlinear characteristics misc Equivalent linearization misc Displacement-based design method misc Building structure misc Nonlinear time-history analysis
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title	A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
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title_full	A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
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author_browse	Zhou, Ying Aguaguiña, Mario Beskos, Dimitri E. Gong, Shunming
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title_sort	displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
title_auth	A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
abstract	Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
abstractGer	Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
abstract_unstemmed	Abstract This paper presents a displacement-based seismic design method for building structures equipped with viscoelastic dampers (VEDs) featuring strong nonlinear characteristics. First, major insights from recent analytical and experimental research on this type of VEDs, including their behavior and sources of nonlinearity, are briefly introduced. Then, a simplified response spectra-based method for estimation of the peak seismic response of the structure without and with VEDs is proposed. Here, the undamped and damped structures are reduced to equivalent single-degree-of-freedom (SDOF) systems through linearization procedures. The simplified analysis method allows for the assessment of the effects of VEDs on the structural response through a set of analytical expressions formulated in terms of two parameters controlling the design of the dampers: (1) the VED design strain; and (2) the stiffness ratio of the dampers to the main structure. In the displacement-based design procedure proposed here, the VED design strain is obtained from response history analyses of the base frame, whereas the stiffness ratio is determined through iterative calculations based on the simplified analysis method. Then, the design parameters are extended to the multi-degree-of-freedom (MDOF) system of the actual structure and VEDs are sized at each story. Finally, verification of the design layout is done through nonlinear time-history analysis. The use of time domain analysis procedures and simplified analysis tools to find the design parameters of the dampers provide the proposed methodology with a balance between accuracy and effectiveness. To illustrate the design process, the paper concludes with a design example of supplemental VEDs for the seismic retrofit of a 7-story reinforced concrete frame building. © The Author(s), under exclusive licence to Springer Nature B.V. 2021
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container_issue	11
title_short	A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers
url	https://dx.doi.org/10.1007/s10518-021-01135-8
remote_bool	true
author2	Aguaguiña, Mario Beskos, Dimitri E. Gong, Shunming
author2Str	Aguaguiña, Mario Beskos, Dimitri E. Gong, Shunming
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doi_str	10.1007/s10518-021-01135-8
up_date	2024-07-04T02:26:44.279Z
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A displacement-based seismic design method for building structures with nonlinear viscoelastic dampers

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