Design of special truss moment frames considering progressive collapse
In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. To this end STMF with various span lengths, numbers of story, and lengths of special segment were designed. Their performances against progressive collapse were evaluated based on ar...
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| Published in | International journal of steel structures Vol. 14; no. 2; pp. 331 - 343 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
Heidelberg
Korean Society of Steel Construction
01.06.2014
한국강구조학회 |
| Subjects | |
| Online Access | Get full text |
| ISSN | 1598-2351 2093-6311 |
| DOI | 10.1007/s13296-014-2013-1 |
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| Abstract | In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. To this end STMF with various span lengths, numbers of story, and lengths of special segment were designed. Their performances against progressive collapse were evaluated based on arbitrary column removal scenario. It was observed that all the model structures designed per the AISC Seismic Provision collapsed as a result of plastic hinge formation at special segment when a column was suddenly removed. A design procedure was developed based on the energy balance concept to prevent progressive collapse. The model structures redesigned using the developed design procedure turned out to remain stable after a column was suddenly removed and satisfy the acceptance criteria of the GSA guidelines. |
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| AbstractList | In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. To this end STMF with various span lengths, numbers of story, and lengths of special segment were designed. Their performances against progressive collapse were evaluated based on arbitrary column removal scenario. It was observed that all the model structures designed per the AISC Seismic Provision collapsed as a result of plastic hinge formation at special segment when a column was suddenly removed. A design procedure was developed based on the energy balance concept to prevent progressive collapse. The model structures redesigned using the developed design procedure turned out to remain stable after a column was suddenly removed and satisfy the acceptance criteria of the GSA guidelines. In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. Tothis end STMF with various span lengths, numbers of story, and lengths of special segment were designed. Their performancesagainst progressive collapse were evaluated based on arbitrary column removal scenario. It was observed that all the modelstructures designed per the AISC Seismic Provision collapsed as a result of plastic hinge formation at special segment whena column was suddenly removed. A design procedure was developed based on the energy balance concept to preventprogressive collapse. The model structures redesigned using the developed design procedure turned out to remain stable aftera column was suddenly removed and satisfy the acceptance criteria of the GSA guidelines. KCI Citation Count: 6 |
| Author | Park, Jongyeol Kim, Jinkoo |
| Author_xml | – sequence: 1 givenname: Jinkoo surname: Kim fullname: Kim, Jinkoo email: jkim12@skku.edu organization: Department of Civil and Architectural Engineering, Sungkyunkwan University – sequence: 2 givenname: Jongyeol surname: Park fullname: Park, Jongyeol organization: eTEC Engineering & Construction |
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| Cites_doi | 10.1002/tal.1010 10.12989/scs.2008.8.1.085 10.1061/(ASCE)0733-9445(2006)132:9(1343) 10.1002/tal.375 10.1061/(ASCE)0887-3828(2009)23:5(327) 10.1002/tal.574 10.1002/tal.762 |
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| Keywords | energy based design special truss moment frames progressive collapse nonlinear analysis |
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| References | Parra-MontesinosG. J.GoelS. C.KimK. Y.Behavior of steel double-channel built-up chords of special truss moment frames under reversed cyclic bendingJ. of Struct. Eng.200613291343135110.1061/(ASCE)0733-9445(2006)132:9(1343) FEMANEHRP Guidelines for the seismic rehabilitation of building1997Washington, D.C.Federal Emergency Management Agency KimJ.JungM.Progressive collapse resisting capacity of tilted building structuresStruct. Design Tall Spec. Build.2013221359137510.1002/tal.1010 DenizO. H.A numerical study on special truss moment frames2009 GSAProgressive collapse analysis and design guidelines for new federal office buildings and major modernization project2003 ChaoS. H.GoelS. C.Performance-based plastic design of special truss moment framesEngineering Journal2008127150 FEMAPrestandard and commentary for the seismic rehabilitation of buildings2003Washington, D.C.Federal Emergency Management Agency KimJ.LeeY.ChoiH.Progressive collapse resisting capacity of braced framesThe Structural Design of Tall and Special Buildings201120225727010.1002/tal.5742807579 ASCE 7-10Minimum design loads for buildings and other structures2010New YorkAmerican Society of Civil Engineers BashaH.GoelS. C.Seismic resistant truss moment frames with ductile vierendeel segment1994Ann Arbor, MichiganDept. of Civ. & Env. Engrg., Univ. of Michigan JordanS. J.ElfassS.PekcanG.Seismic response investigation of special truss moment frame subassemblies under quasi-static loadingProc. 2007 Earthquake Engineering Symposium for Young Researchers, Seattle, Washington2007 SasaniM.KropelnickiJ.Progressive collapse analysis of an RC structureThe Structural Design of Tall and Special Buildings200817475777110.1002/tal.375 ItaniA.GoelS. C.Earthquake resistant design of open web framing systems1991Ann Arbor, MIUniversity of Michigan, Dept. Civil and Environmental Eng. JainA. K.GoelS. C.Inelastic cyclic behavior of bracing members and seismic response of braced frames of different proportions1978Ann Arbor, MichiganDepartment of Civil Engineering, University of Michigan KimT.KimJ.ParkJ.Investigation of progressive collapse resisting capability of steel moment resisting frames using pushdown analysisJ. Performance of Const. Facilities200923532733510.1061/(ASCE)0887-3828(2009)23:5(327) SAP2000Structural analysis program2004Berkeley, CAComputers and Structures AISCSeismic provisions for structural steel building (draft)2010Chicago, IllinoisAmerican Institute of Steel Construction AISCSeismic provisions for structural steel building2005Chicago, IllinoisAmerican Institute of Steel Construction KimJ.KongJ.Progressive collapse behavior of rotor-type diagrid buildingsStruct. Design Tall Spec. Build.20132211991214 KimJ.ParkJ.Design of steel moment frames considering progressive collapseSteel and Composite Structures200881859810.12989/scs.2008.8.1.085 AISC (2013_CR2) 2010 SAP2000 (2013_CR19) 2004 FEMA (2013_CR8) 2003 GSA (2013_CR9) 2003 M. Sasani (2013_CR20) 2008; 17 H. Basha (2013_CR4) 1994 T. Kim (2013_CR14) 2009; 23 A. K. Jain (2013_CR11) 1978 A. Itani (2013_CR10) 1991 S. J. Jordan (2013_CR12) 2007 J. Kim (2013_CR13) 2013; 22 AISC (2013_CR1) 2005 J. Kim (2013_CR17) 2008; 8 J. Kim (2013_CR15) 2013; 22 S. H. Chao (2013_CR5) 2008 FEMA (2013_CR7) 1997 ASCE 7-10 (2013_CR3) 2010 O. H. Deniz (2013_CR6) 2009 G. J. Parra-Montesinos (2013_CR18) 2006; 132 J. Kim (2013_CR16) 2011; 20 |
| References_xml | – reference: FEMAPrestandard and commentary for the seismic rehabilitation of buildings2003Washington, D.C.Federal Emergency Management Agency – reference: JordanS. J.ElfassS.PekcanG.Seismic response investigation of special truss moment frame subassemblies under quasi-static loadingProc. 2007 Earthquake Engineering Symposium for Young Researchers, Seattle, Washington2007 – reference: KimJ.LeeY.ChoiH.Progressive collapse resisting capacity of braced framesThe Structural Design of Tall and Special Buildings201120225727010.1002/tal.5742807579 – reference: AISCSeismic provisions for structural steel building (draft)2010Chicago, IllinoisAmerican Institute of Steel Construction – reference: SAP2000Structural analysis program2004Berkeley, CAComputers and Structures – reference: KimJ.ParkJ.Design of steel moment frames considering progressive collapseSteel and Composite Structures200881859810.12989/scs.2008.8.1.085 – reference: Parra-MontesinosG. J.GoelS. C.KimK. Y.Behavior of steel double-channel built-up chords of special truss moment frames under reversed cyclic bendingJ. of Struct. Eng.200613291343135110.1061/(ASCE)0733-9445(2006)132:9(1343) – reference: KimT.KimJ.ParkJ.Investigation of progressive collapse resisting capability of steel moment resisting frames using pushdown analysisJ. Performance of Const. Facilities200923532733510.1061/(ASCE)0887-3828(2009)23:5(327) – reference: FEMANEHRP Guidelines for the seismic rehabilitation of building1997Washington, D.C.Federal Emergency Management Agency – reference: JainA. K.GoelS. C.Inelastic cyclic behavior of bracing members and seismic response of braced frames of different proportions1978Ann Arbor, MichiganDepartment of Civil Engineering, University of Michigan – reference: AISCSeismic provisions for structural steel building2005Chicago, IllinoisAmerican Institute of Steel Construction – reference: KimJ.JungM.Progressive collapse resisting capacity of tilted building structuresStruct. Design Tall Spec. Build.2013221359137510.1002/tal.1010 – reference: KimJ.KongJ.Progressive collapse behavior of rotor-type diagrid buildingsStruct. Design Tall Spec. Build.20132211991214 – reference: ChaoS. H.GoelS. C.Performance-based plastic design of special truss moment framesEngineering Journal2008127150 – reference: GSAProgressive collapse analysis and design guidelines for new federal office buildings and major modernization project2003 – reference: SasaniM.KropelnickiJ.Progressive collapse analysis of an RC structureThe Structural Design of Tall and Special Buildings200817475777110.1002/tal.375 – reference: DenizO. H.A numerical study on special truss moment frames2009 – reference: BashaH.GoelS. C.Seismic resistant truss moment frames with ductile vierendeel segment1994Ann Arbor, MichiganDept. of Civ. & Env. Engrg., Univ. of Michigan – reference: ItaniA.GoelS. C.Earthquake resistant design of open web framing systems1991Ann Arbor, MIUniversity of Michigan, Dept. Civil and Environmental Eng. – reference: ASCE 7-10Minimum design loads for buildings and other structures2010New YorkAmerican Society of Civil Engineers – volume: 22 start-page: 1359 year: 2013 ident: 2013_CR13 publication-title: Struct. Design Tall Spec. Build. doi: 10.1002/tal.1010 – volume-title: Structural analysis program year: 2004 ident: 2013_CR19 – volume-title: Seismic provisions for structural steel building year: 2005 ident: 2013_CR1 – volume-title: Earthquake resistant design of open web framing systems year: 1991 ident: 2013_CR10 – start-page: 127 volume-title: Engineering Journal year: 2008 ident: 2013_CR5 – volume: 8 start-page: 85 issue: 1 year: 2008 ident: 2013_CR17 publication-title: Steel and Composite Structures doi: 10.12989/scs.2008.8.1.085 – volume-title: Prestandard and commentary for the seismic rehabilitation of buildings year: 2003 ident: 2013_CR8 – volume-title: Progressive collapse analysis and design guidelines for new federal office buildings and major modernization project year: 2003 ident: 2013_CR9 – volume-title: Seismic provisions for structural steel building (draft) year: 2010 ident: 2013_CR2 – volume-title: Proc. 2007 Earthquake Engineering Symposium for Young Researchers, Seattle, Washington year: 2007 ident: 2013_CR12 – volume: 132 start-page: 1343 issue: 9 year: 2006 ident: 2013_CR18 publication-title: J. of Struct. Eng. doi: 10.1061/(ASCE)0733-9445(2006)132:9(1343) – volume-title: Minimum design loads for buildings and other structures year: 2010 ident: 2013_CR3 – volume: 17 start-page: 757 issue: 4 year: 2008 ident: 2013_CR20 publication-title: The Structural Design of Tall and Special Buildings doi: 10.1002/tal.375 – volume: 23 start-page: 327 issue: 5 year: 2009 ident: 2013_CR14 publication-title: J. Performance of Const. Facilities doi: 10.1061/(ASCE)0887-3828(2009)23:5(327) – volume: 20 start-page: 257 issue: 2 year: 2011 ident: 2013_CR16 publication-title: The Structural Design of Tall and Special Buildings doi: 10.1002/tal.574 – volume-title: NEHRP Guidelines for the seismic rehabilitation of building year: 1997 ident: 2013_CR7 – volume-title: A numerical study on special truss moment frames year: 2009 ident: 2013_CR6 – volume-title: Inelastic cyclic behavior of bracing members and seismic response of braced frames of different proportions year: 1978 ident: 2013_CR11 – volume-title: Seismic resistant truss moment frames with ductile vierendeel segment year: 1994 ident: 2013_CR4 – volume: 22 start-page: 1199 year: 2013 ident: 2013_CR15 publication-title: Struct. Design Tall Spec. Build. doi: 10.1002/tal.762 |
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| Snippet | In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. To this end STMF with various span... In this study the progressive collapse resisting capacity of the Special Truss Moment Frames (STMF) was investigated. Tothis end STMF with various span... |
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| Title | Design of special truss moment frames considering progressive collapse |
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