Low-Cycled Hysteresis Characteristics of Circular Hollow Steel Damper Subjected to Inelastic Behavior
This study aims to evaluate hysteresis response behavior of circular hollow steel damper (CHSD). Steel dampers are a type of passive dampers and commonly used for seismic dissipation in civil engineering structures. Steel dampers are widely used for seismic energy dissipation because they are easy t...
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| Published in | International Journal of Steel Structures Vol. 19; no. 1; pp. 157 - 167 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Seoul
Springer Science and Business Media LLC
01.02.2019
Korean Society of Steel Construction Springer Nature B.V 한국강구조학회 |
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| Online Access | Get full text |
| ISSN | 1598-2351 2093-6311 2093-6311 |
| DOI | 10.1007/s13296-018-0097-8 |
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| Abstract | This study aims to evaluate hysteresis response behavior of circular hollow steel damper (CHSD). Steel dampers are a type of passive dampers and commonly used for seismic dissipation in civil engineering structures. Steel dampers are widely used for seismic energy dissipation because they are easy to install, maintain and they are also inexpensive. CHSD is among steel dampers which dissipates seismic energy through metallic deformation and geometrical elasticity of circular shape and fatigue resistance around welded connection to the end plates. Finite element analysis was conducted in order to evaluate the hysteresis characteristics and low cycle fatigue behavior of CHSD using failure index. To verify the analysis simulation quasi static loading was conducted and the result was compared and satisfactory result was obtained. |
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| AbstractList | This study aims to evaluate hysteresis response behavior of circular hollow steel damper (CHSD). Steel dampers are a type of passive dampers and commonly used for seismic dissipation in civil engineering structures. Steel dampers are widely used for seismic energy dissipation because they are easy to install, maintain and they are also inexpensive. CHSD is among steel dampers which dissipates seismic energy through metallic deformation and geometrical elasticity of circular shape and fatigue resistance around welded connection to the end plates. Finite element analysis was conducted in order to evaluate the hysteresis characteristics and low cycle fatigue behavior of CHSD using failure index. To verify the analysis simulation quasi static loading was conducted and the result was compared and satisfactory result was obtained. This study aims to evaluate hysteresis response behavior of circular hollow steel damper (CHSD). Steel dampers are a type of passive dampers and commonly used for seismic dissipation in civil engineering structures. Steel dampers are widely used for seismic energy dissipation because they are easy to install, maintain and they are also inexpensive. CHSD is among steel dampers which dissipates seismic energy through metallic deformation and geometrical elasticity of circular shape and fatigue resistance around welded connection to the end plates. Finite element analysis was conducted in order to evaluate the hysteresis characteristics and low cycle fatigue behavior of CHSD using failure index. To verify the analysis simulation quasi static loading was conducted and the result was compared and satisfactory result was obtained. KCI Citation Count: 1 |
| Author | Gyumyong Gwak Jin Woo Kim Jaehyouk Choi Daniel Y. Abebe |
| Author_xml | – sequence: 1 givenname: Daniel Y. surname: Abebe fullname: Abebe, Daniel Y. organization: Smart Green Construction Technology Research Center, Chosun University – sequence: 2 givenname: Jin Woo surname: Kim fullname: Kim, Jin Woo organization: Osaka University – sequence: 3 givenname: Gyumyong surname: Gwak fullname: Gwak, Gyumyong organization: Samoo Structural Consultants Co – sequence: 4 givenname: Jae Hyouk surname: Choi fullname: Choi, Jae Hyouk email: jh_choi@chosun.ac.kr organization: School of Architectural Engineering, Chosun University |
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| Cites_doi | 10.1016/j.jcsr.2012.03.008 10.1115/1.3601204 10.1016/j.jcsr.2015.01.004 10.1016/0013-7944(77)90062-5 10.1061/(ASCE)0733-9445(2006)132:2(171) 10.1002/eqe.4290231203 10.1002/9780470694626 10.1007/BF02858228 10.1016/0022-5096(76)90024-7 10.1016/j.engfracmech.2010.10.004 |
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| Keywords | Quasi-static loading Hysteresis characteristics Aspect ratio Circular hollow steel damper Large deformation FE analysis |
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| References | OhCSKimNHKimYJBaekJHKimYPKimWSA finite element ductile failure simulation method using stress-modified fracture strain modelEngineering Fracture Mechanics201178112413710.1016/j.engfracmech.2010.10.004 Hanson, R. D., Xia, C., & Su, Y. F. (1992). Design of supplemental steel damping devices for buildings. In Proceedings of the 10th world congress on earthquake engineering, Balkema, Rotterdam. ChiWMKanvindeAMDeierleinGGPrediction of ductile fracture in steel connections using SMCS criterionStructural Engineering2006132217118110.1061/(ASCE)0733-9445(2006)132:2(171) Kanvinde, A. M., & Deierlein, G. (2004). Micromechanical simulation of earthquake induced fracture in steel structures. Tech. Rep. TR145, Blume Center, Stanford University. AbebeDYJeongSJGetahuneBMSeguDZChoiJHStudy on hysteretic characteristics of shear panel damper made of low yield point steelMaterials Research Innovations201419S5S5-902S5-910 NakashimaMIwaiSIwataMTakeuchiTKonomiSAkazawaTSaburiKEnergy dissipation behaviour of shear panels made of low yield steelEarthquake Engineering and Structural Dynamics199423121299131310.1002/eqe.4290231203 Abebe, D. Y., & Choi, J. H. (2012). Structural performance evaluation on circular pipe steel damper. In Proceedings of international union of materials research society—international conference in Asia. Tadaki, K., Shigeki, I., Hisaya, K., Takuya, U., & Haruhito, O. (2000). Experimental study on hysteresis damper with low yield strength steel under dynamic loading. In Proceedings of 12th World Congress on Earthquake Engineering, Auckland, New Zealand. McClintockFAA criterion of ductile fracture by the growth of holesJournal of Applied Mechanics196835236310.1115/1.3601204 MackenzieAHancockJBrownDOn the influence of state of stress on ductile failure initiation in high strength steelsEngineering Fracture Mechanics1977916718810.1016/0013-7944(77)90062-5 Abebe, D. Y., Kim, J. W., & Choi, J. H. (2013). Hysteresis characteristics of circular pipe steel damper using LYP225. In Proceedings of Steel Innovation conference, February, 22–26, Christ Church, New Zealand. RickyWFarisAExperimental study of steel slit damper for passive energy dissipationEngineering Structure2008304010581066 DengKPanPLiWXueYDevelopment of a buckling restrained shear panel damperJournal of Constructional Steel Research201510631132110.1016/j.jcsr.2015.01.004 Jeong, S. J., Abebe, D. Y., Gwak, G. Y., & Choi, J. H. (2016). Analytical evaluation of buckling resistance steel damper. In Proceedings of the 7th international conference on computational methods, August 1–4, Berkeley, CA, USA. YehCHLuLYChungLLHuangCSTest of a full-scale steel frame with TADASEarthquake Engineering and Engineering Seismology20043211610.1007/BF02858228 de Souza NetoEAPerićDOwenDRJComputational methods for plasticity: Theory and applications2008New YorkWiley10.1002/9780470694626 HancockJWMackenzieACOn the mechanics of ductile failure in high-strength steel subjected to multi-axial stress-statesJournal of the Mechanics and Physics of Solids19762414716010.1016/0022-5096(76)90024-7 OhsakiMNakajimaTOptimization of link member of eccentrically braced frames for maximum energy dissipationJournal of Constructional Steel Research201275384410.1016/j.jcsr.2012.03.008 ABAQUS ver. 6.10-1User manual and documentation2011ProvidenceDassault Systems FA McClintock (97_CR13) 1968; 35 97_CR11 CH Yeh (97_CR19) 2004; 3 DY Abebe (97_CR3) 2014; 19 A Mackenzie (97_CR12) 1977; 9 CS Oh (97_CR15) 2011; 78 ABAQUS ver. 6.10-1 (97_CR1) 2011 97_CR17 97_CR4 M Nakashima (97_CR14) 1994; 23 K Deng (97_CR7) 2015; 106 97_CR2 JW Hancock (97_CR8) 1976; 24 W Ricky (97_CR30) 2008; 30 M Ohsaki (97_CR16) 2012; 75 97_CR10 EA Souza Neto de (97_CR6) 2008 97_CR9 WM Chi (97_CR5) 2006; 132 |
| References_xml | – reference: Abebe, D. Y., & Choi, J. H. (2012). Structural performance evaluation on circular pipe steel damper. In Proceedings of international union of materials research society—international conference in Asia. – reference: Hanson, R. D., Xia, C., & Su, Y. F. (1992). Design of supplemental steel damping devices for buildings. In Proceedings of the 10th world congress on earthquake engineering, Balkema, Rotterdam. – reference: MackenzieAHancockJBrownDOn the influence of state of stress on ductile failure initiation in high strength steelsEngineering Fracture Mechanics1977916718810.1016/0013-7944(77)90062-5 – reference: Kanvinde, A. M., & Deierlein, G. (2004). Micromechanical simulation of earthquake induced fracture in steel structures. Tech. Rep. TR145, Blume Center, Stanford University. – reference: Jeong, S. J., Abebe, D. Y., Gwak, G. Y., & Choi, J. H. (2016). Analytical evaluation of buckling resistance steel damper. In Proceedings of the 7th international conference on computational methods, August 1–4, Berkeley, CA, USA. – reference: ChiWMKanvindeAMDeierleinGGPrediction of ductile fracture in steel connections using SMCS criterionStructural Engineering2006132217118110.1061/(ASCE)0733-9445(2006)132:2(171) – reference: McClintockFAA criterion of ductile fracture by the growth of holesJournal of Applied Mechanics196835236310.1115/1.3601204 – reference: OhsakiMNakajimaTOptimization of link member of eccentrically braced frames for maximum energy dissipationJournal of Constructional Steel Research201275384410.1016/j.jcsr.2012.03.008 – reference: AbebeDYJeongSJGetahuneBMSeguDZChoiJHStudy on hysteretic characteristics of shear panel damper made of low yield point steelMaterials Research Innovations201419S5S5-902S5-910 – reference: OhCSKimNHKimYJBaekJHKimYPKimWSA finite element ductile failure simulation method using stress-modified fracture strain modelEngineering Fracture Mechanics201178112413710.1016/j.engfracmech.2010.10.004 – reference: Abebe, D. Y., Kim, J. W., & Choi, J. H. (2013). Hysteresis characteristics of circular pipe steel damper using LYP225. In Proceedings of Steel Innovation conference, February, 22–26, Christ Church, New Zealand. – reference: HancockJWMackenzieACOn the mechanics of ductile failure in high-strength steel subjected to multi-axial stress-statesJournal of the Mechanics and Physics of Solids19762414716010.1016/0022-5096(76)90024-7 – reference: NakashimaMIwaiSIwataMTakeuchiTKonomiSAkazawaTSaburiKEnergy dissipation behaviour of shear panels made of low yield steelEarthquake Engineering and Structural Dynamics199423121299131310.1002/eqe.4290231203 – reference: RickyWFarisAExperimental study of steel slit damper for passive energy dissipationEngineering Structure2008304010581066 – reference: Tadaki, K., Shigeki, I., Hisaya, K., Takuya, U., & Haruhito, O. (2000). Experimental study on hysteresis damper with low yield strength steel under dynamic loading. In Proceedings of 12th World Congress on Earthquake Engineering, Auckland, New Zealand. – reference: de Souza NetoEAPerićDOwenDRJComputational methods for plasticity: Theory and applications2008New YorkWiley10.1002/9780470694626 – reference: ABAQUS ver. 6.10-1User manual and documentation2011ProvidenceDassault Systems – reference: DengKPanPLiWXueYDevelopment of a buckling restrained shear panel damperJournal of Constructional Steel Research201510631132110.1016/j.jcsr.2015.01.004 – reference: YehCHLuLYChungLLHuangCSTest of a full-scale steel frame with TADASEarthquake Engineering and Engineering Seismology20043211610.1007/BF02858228 – ident: 97_CR17 – volume: 19 start-page: S5-902 issue: S5 year: 2014 ident: 97_CR3 publication-title: Materials Research Innovations – volume: 75 start-page: 38 year: 2012 ident: 97_CR16 publication-title: Journal of Constructional Steel Research doi: 10.1016/j.jcsr.2012.03.008 – volume: 30 start-page: 1058 issue: 40 year: 2008 ident: 97_CR30 publication-title: Engineering Structure – volume: 35 start-page: 363 issue: 2 year: 1968 ident: 97_CR13 publication-title: Journal of Applied Mechanics doi: 10.1115/1.3601204 – volume: 106 start-page: 311 year: 2015 ident: 97_CR7 publication-title: Journal of Constructional Steel Research doi: 10.1016/j.jcsr.2015.01.004 – volume: 9 start-page: 167 year: 1977 ident: 97_CR12 publication-title: Engineering Fracture Mechanics doi: 10.1016/0013-7944(77)90062-5 – volume: 132 start-page: 171 issue: 2 year: 2006 ident: 97_CR5 publication-title: Structural Engineering doi: 10.1061/(ASCE)0733-9445(2006)132:2(171) – volume-title: User manual and documentation year: 2011 ident: 97_CR1 – volume: 23 start-page: 1299 issue: 12 year: 1994 ident: 97_CR14 publication-title: Earthquake Engineering and Structural Dynamics doi: 10.1002/eqe.4290231203 – volume-title: Computational methods for plasticity: Theory and applications year: 2008 ident: 97_CR6 doi: 10.1002/9780470694626 – volume: 3 start-page: 1 issue: 2 year: 2004 ident: 97_CR19 publication-title: Earthquake Engineering and Engineering Seismology doi: 10.1007/BF02858228 – volume: 24 start-page: 147 year: 1976 ident: 97_CR8 publication-title: Journal of the Mechanics and Physics of Solids doi: 10.1016/0022-5096(76)90024-7 – ident: 97_CR9 – ident: 97_CR10 – ident: 97_CR2 – ident: 97_CR11 – ident: 97_CR4 – volume: 78 start-page: 124 issue: 1 year: 2011 ident: 97_CR15 publication-title: Engineering Fracture Mechanics doi: 10.1016/j.engfracmech.2010.10.004 |
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| SubjectTerms | Circularity Civil Engineering Crack propagation Deformation resistance Earthquake dampers Elasticity End plates Energy dissipation Engineering Failure analysis Fatigue failure Fatigue strength Finite element method Hysteresis Low cycle fatigue Materials Science Metal fatigue Seismic energy Seismic engineering Solid Mechanics Steel structures Welded joints 토목공학 |
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| Title | Low-Cycled Hysteresis Characteristics of Circular Hollow Steel Damper Subjected to Inelastic Behavior |
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