低层冷弯薄壁型钢龙骨体系抗震性能数值模拟研究现状
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摘要
对低层冷弯薄壁型钢龙骨体系的抗震性能数值模拟研究现状进行了较为全面的综述,结合木龙骨结构体系抗震性能数值模拟的研究概况,着重介绍了LRCFSF体系的主要抗侧力单元——龙骨式复合墙体的几种有限元数值分析模型和对整体结构进行动力分析所采取的方法。在此基础上,对LRCFSF体系的抗震性能数值模拟研究工作尚需研究与解决的问题进行归纳和探讨。
A general review of numerical simulation on seismic behavior of low-rise cold-formed steel framing structures is presented.According to numerical simulation research on seismic behavior of light wood-framed structures,several typical kinds of numerical modelings of shear walls as well as methods used by dynamic analysis of cold-formed steel framing structures of low-rise residential building are introduced in detail.Finally,problems in numerical simulation on seismic behavior of low-rise cold-formed steel framing structures are summarized and discussed.
A general review of numerical simulation on seismic behavior of low-rise cold-formed steel framing structures is presented.According to numerical simulation research on seismic behavior of light wood-framed structures,several typical kinds of numerical modelings of shear walls as well as methods used by dynamic analysis of cold-formed steel framing structures of low-rise residential building are introduced in detail.Finally,problems in numerical simulation on seismic behavior of low-rise cold-formed steel framing structures are summarized and discussed.
引文
[1]郭鹏.冷弯型钢骨架墙体抗剪性能试验与理论研究[D].西安:西安建筑科技大学,2008.Guo P.Experimental and Theoretical Study on ShearPerformance of Cold-Formed Steel Framing Walls[D].Xi’an:Xi’an University of Architecture andTechnology,2008.(in Chinese)
[2]Foschi R.Analysis of Wood Diaphragms and Trusses,Part I:diaphragms[J].Canadian Journal of CivilEngineering,1977,4(3):345-352.
[3]Cheung C K,Itani R Y.Analysis of Sheathed Wood-Stud Walls[C].Proceeding of 8th Conference onElectronic Computation,ASCE,New York,1983:683-696.
[4]Itani R Y,Cheung C K.Nonlinear Analysis ofSheathed Wood Diaphragms[J].Journal of StructuralEngineering,1984,110(9):2137-2147.
[5]程海江.轻型木结构房屋抗震性能研究[D].上海:同济大学,2007.Cheng H J.Study on the Seismic Performance of LightWood-Framed House[D].Shanghai:TongjiUniversity,2007.(in Chinese)
[6]Folz B,Filiatrult A.Blind Predictions of the SeismicResponse of a Two-Story Woodframed House:anInternation Benchmark[R].Division of StructuralEngineering,University of California,California,2001.
[7]王士奇.冷成型薄壁钢构件拉压滞回性能数值分析[D].南京:南京工业大学,2005.Wang S Q.Numerical Analysis for the HystereticBehavior of Cold-Formed Thin-Wall Steel Membersunder Cyclic Uniaxial Loading[D].Nanjing:NanjingUniversity of Technology,2005.(in Chinese)
[8]陆曦.冷成型薄壁C型钢压弯构件滞回性能研究[D].南京:南京工业大学,2006.Lu X.Research on the Hysteretic Behavior of Cold-Formed Thin-Wall C-section Steel Members underConstant Compression and Cyclic Bending[D].Nanjing:Nanjing University of Technology,2006.(inChinese)
[9]董军,陆曦,王士奇.冷成型薄壁C型钢构件压弯滞回性能的数值分析[J].防灾工程学报,2006,26(4):419-424.Dong J,Lu X,Wang S Q.Numerical Analysis of theHysteretic Behavior of Cold-formed Thin-Wall C SteelMembers under Constant Compression and CyclicBending[J].Journal of Disaster Prevention andMitigation Engineering,2006,26(4):419-424.(inChinese)
[10]彭雄.冷弯薄壁型钢C型构件滞回性能的研究[D].北京:北京交通大学,2009.Peng X.The Research on the Hysteretic Behavior ofC-section Column Cold-Formed Steel[D].Beijing:Beijing Jiaotong University,2009.(in Chinese)
[11]沈祖炎,李元齐,等.高强冷弯薄壁型钢住宅结构抗震性能研究[R].上海:同济大学,2007.Shen Z Y,Li Y Q,et al.Research on AseismicBehaviors of High-Strength Cold-formed Thin-WalledSteel Residential Buildings[R].Shanghai:TongjiUniversity,2007.(in Chinese)
[12]沈祖炎,李元齐,等.Q345冷弯薄壁型钢住宅结构抗震性能研究[R].上海:同济大学,2009.Shen Z Y,Li Y Q,et al.Research on AseismicBehaviors of Q345 Cold-Formed Thin-Walled SteelResidential Buildings[R].Shanghai:TongjiUniversity,2009.(in Chinese)
[13]周天华,石宇,等.冷弯型钢组合墙体抗剪承载力试验研究[J].西安建筑科技大学学报(自然科学版),2006,38(1):83-88.Zhou T H,Shi Y,et al.Experimental Research on theShear Resistance of Cold-Formed Steel StudComposed Wall[J].Journal of Xi’an University ofArchitecture&Technology(Natural ScienceEdition),2006,38(1):83-88.(in Chinese)
[14]周绪红,石宇,等.冷弯薄壁型钢结构住宅组合墙体受剪性能研究[J].建筑结构学报,2006,27(3):42-47.Zhou X H,Shi Y,et al.Study on Shear Resistance ofCold-Formed Steel Stud Walls in ResidentialStructures[J].Journal of Building Structures,2006,27(3):42-47.(in Chinese)
[15]李斌.开门窗洞口的冷弯薄壁型钢组合墙体抗剪性能[D].苏州:苏州科技学院,2008.Li B.Shear Resistance of Cold-formed SteelCompound Wall with Openings[D].Suzhou:SuzhouUniversity of Science and Technology,2008.(inChinese)
[16]Dubina D.Behavior and Performance of Cold-FormedSteel-Framed Houses under Seismic Action[J].Journal of Constructional Steel Research,2008,64(7-8):896-913.
[17]Fülp L A,Dubina D.Performance of Wall-Stud Cold-Formed Shear Panels under Monotonic and CyclicLoading Part I:Experimental Research[J].Thin-Walled Structures,2004,42(2):321-338.
[18]Fülp L A,Dubina D.Performance of Wall-Stud Cold-Formed Shear Panels under Monotonic and CyclicLoading Part II Numerical Modelling and PerformanceAnalysis[J].Thin-Walled Structures,2004,42(2):339-349.
[19]Corte G D,Fiorino L,Landolfo R.Seismic Behavior ofSheathed Cold-Formed Structures:Numerical Study[J].Journal of Structural Engineering,ASCE 2006,132(4):558-569.
[20]Richard R M,Abbott B J.Versatile Elastic-PlasticStress-Strain Formula[J].Journal of EngineeringMechanics Division,1975,101(4):511-515.
[21]刘飞.冷弯薄壁型钢低层住宅结构体系的抗震性能研究[D].上海:同济大学,2010.Liu F.Seismic Behaviors of Cold-formed Thin-WalledSteel Structures of Low-Rise Residential Buildings[D].Shanghai:Tongji University,2010.(in Chinese)
[22]Dowell R K,Seible F,Wilson E L.Pivot HysteresisModel for Reinforced Concrete Members[J].ACIStructural Journal,1998,95(5):607-617.
[23]Gad E F,Duffield C F,Hutchinson G L,et al.LateralPerformance of Cold-Formed Steel-Framed DomesticStructures[J].Engineering Structures,1999,21(1):83-95.
[24]Gad E F,Chandler A M,Duffield C F.Graeme Stark.Lateral Behavior of Plasterboard-Clad ResidentialSteel Frames[J].Journal of Structural Engineering,1999,125(1):32-39.
[25]Fülp L A,Dubina D.Design Criteria for Seam andSheeting-to-Framing Connections of Cold-FormedSteel Shear Panels[J].Journal of StructuralEngineering,ASCE 2006,132(4):582-590.
[26]张雪姣.轻钢龙骨体系住宅抗震性能研究[D].南京:南京工业大学,2005.Zhang X J.Researches on Seismic Performance ofLight Gauge Steel Framed Residences[D].Nanjing:Nanjing University of Technology,2005.(in Chinese)
[27]石宇.水平地震作用下多层冷弯薄壁型钢结构住宅的抗震性能研究[D].西安:长安大学,2008.Shi Y.Study on Seismic Behavior of Cold-FormedSteel Framing System of Mid-Rise ResidentialBuilding under Horizontal Earthquake Action[D].Xi’an:Chang’an University,2008.(in Chinese)
[28]沈祖炎,李元齐,等.冷弯薄壁型钢复合墙体抗震性能试验研究[R].上海:同济大学,2010.Shen Z Y,Li Y Q,et al.Experimental Research onAseismic Behaviors of Cold-Formed Thin-Walled SteelComposite Walls[R].Shanghai:Tongji University,2010.(in Chinese)
[29]Pekoz T.Design of cold-formed steel screwconnections[C].Proceeding of 20th Internet SpecialtyConference on Cold-Formed Steel Structures,University of Missouri-Rolla,Rolla,St.Louis,1990,576-587.
[30]潘景龙.自攻螺钉连接的抗剪性能研究[J].哈尔滨建筑大学学报,1995,28(6):41-47.Pan J L.A Study on the Shear Behaviour of Self-tapping Screw Connection[J].Journal of HarbinUniversity of Architecture and Engineering,1995,28(6):41-47.(in Chinese)
[31]LaBoube R A,Sokol M A.Behavior of screwconnections in residential construction[J].Journal ofStructural Engineering,2002,128(1):115-118.
[32]潘斯勇.高强冷弯超薄壁型钢自攻螺钉连接承载力试验研究[D].上海:同济大学,2009.Pan S Y.Experimental Investigation on Load-carryingCapacities of Self-drilling Screw Shear Connections ofHigh Strength Cold-formed Super Thin-Walled SteelStructures[D].Shanghai:Tongji University,2009.(inChinese)
[33]Fiorino L,Corte G D,Landolfo R.Experimental Testson Typical Screw Connections for Cold-Formed SteelHousing[J].Engineering Structures,2007,29(3):1761-1773.
[2]Foschi R.Analysis of Wood Diaphragms and Trusses,Part I:diaphragms[J].Canadian Journal of CivilEngineering,1977,4(3):345-352.
[3]Cheung C K,Itani R Y.Analysis of Sheathed Wood-Stud Walls[C].Proceeding of 8th Conference onElectronic Computation,ASCE,New York,1983:683-696.
[4]Itani R Y,Cheung C K.Nonlinear Analysis ofSheathed Wood Diaphragms[J].Journal of StructuralEngineering,1984,110(9):2137-2147.
[5]程海江.轻型木结构房屋抗震性能研究[D].上海:同济大学,2007.Cheng H J.Study on the Seismic Performance of LightWood-Framed House[D].Shanghai:TongjiUniversity,2007.(in Chinese)
[6]Folz B,Filiatrult A.Blind Predictions of the SeismicResponse of a Two-Story Woodframed House:anInternation Benchmark[R].Division of StructuralEngineering,University of California,California,2001.
[7]王士奇.冷成型薄壁钢构件拉压滞回性能数值分析[D].南京:南京工业大学,2005.Wang S Q.Numerical Analysis for the HystereticBehavior of Cold-Formed Thin-Wall Steel Membersunder Cyclic Uniaxial Loading[D].Nanjing:NanjingUniversity of Technology,2005.(in Chinese)
[8]陆曦.冷成型薄壁C型钢压弯构件滞回性能研究[D].南京:南京工业大学,2006.Lu X.Research on the Hysteretic Behavior of Cold-Formed Thin-Wall C-section Steel Members underConstant Compression and Cyclic Bending[D].Nanjing:Nanjing University of Technology,2006.(inChinese)
[9]董军,陆曦,王士奇.冷成型薄壁C型钢构件压弯滞回性能的数值分析[J].防灾工程学报,2006,26(4):419-424.Dong J,Lu X,Wang S Q.Numerical Analysis of theHysteretic Behavior of Cold-formed Thin-Wall C SteelMembers under Constant Compression and CyclicBending[J].Journal of Disaster Prevention andMitigation Engineering,2006,26(4):419-424.(inChinese)
[10]彭雄.冷弯薄壁型钢C型构件滞回性能的研究[D].北京:北京交通大学,2009.Peng X.The Research on the Hysteretic Behavior ofC-section Column Cold-Formed Steel[D].Beijing:Beijing Jiaotong University,2009.(in Chinese)
[11]沈祖炎,李元齐,等.高强冷弯薄壁型钢住宅结构抗震性能研究[R].上海:同济大学,2007.Shen Z Y,Li Y Q,et al.Research on AseismicBehaviors of High-Strength Cold-formed Thin-WalledSteel Residential Buildings[R].Shanghai:TongjiUniversity,2007.(in Chinese)
[12]沈祖炎,李元齐,等.Q345冷弯薄壁型钢住宅结构抗震性能研究[R].上海:同济大学,2009.Shen Z Y,Li Y Q,et al.Research on AseismicBehaviors of Q345 Cold-Formed Thin-Walled SteelResidential Buildings[R].Shanghai:TongjiUniversity,2009.(in Chinese)
[13]周天华,石宇,等.冷弯型钢组合墙体抗剪承载力试验研究[J].西安建筑科技大学学报(自然科学版),2006,38(1):83-88.Zhou T H,Shi Y,et al.Experimental Research on theShear Resistance of Cold-Formed Steel StudComposed Wall[J].Journal of Xi’an University ofArchitecture&Technology(Natural ScienceEdition),2006,38(1):83-88.(in Chinese)
[14]周绪红,石宇,等.冷弯薄壁型钢结构住宅组合墙体受剪性能研究[J].建筑结构学报,2006,27(3):42-47.Zhou X H,Shi Y,et al.Study on Shear Resistance ofCold-Formed Steel Stud Walls in ResidentialStructures[J].Journal of Building Structures,2006,27(3):42-47.(in Chinese)
[15]李斌.开门窗洞口的冷弯薄壁型钢组合墙体抗剪性能[D].苏州:苏州科技学院,2008.Li B.Shear Resistance of Cold-formed SteelCompound Wall with Openings[D].Suzhou:SuzhouUniversity of Science and Technology,2008.(inChinese)
[16]Dubina D.Behavior and Performance of Cold-FormedSteel-Framed Houses under Seismic Action[J].Journal of Constructional Steel Research,2008,64(7-8):896-913.
[17]Fülp L A,Dubina D.Performance of Wall-Stud Cold-Formed Shear Panels under Monotonic and CyclicLoading Part I:Experimental Research[J].Thin-Walled Structures,2004,42(2):321-338.
[18]Fülp L A,Dubina D.Performance of Wall-Stud Cold-Formed Shear Panels under Monotonic and CyclicLoading Part II Numerical Modelling and PerformanceAnalysis[J].Thin-Walled Structures,2004,42(2):339-349.
[19]Corte G D,Fiorino L,Landolfo R.Seismic Behavior ofSheathed Cold-Formed Structures:Numerical Study[J].Journal of Structural Engineering,ASCE 2006,132(4):558-569.
[20]Richard R M,Abbott B J.Versatile Elastic-PlasticStress-Strain Formula[J].Journal of EngineeringMechanics Division,1975,101(4):511-515.
[21]刘飞.冷弯薄壁型钢低层住宅结构体系的抗震性能研究[D].上海:同济大学,2010.Liu F.Seismic Behaviors of Cold-formed Thin-WalledSteel Structures of Low-Rise Residential Buildings[D].Shanghai:Tongji University,2010.(in Chinese)
[22]Dowell R K,Seible F,Wilson E L.Pivot HysteresisModel for Reinforced Concrete Members[J].ACIStructural Journal,1998,95(5):607-617.
[23]Gad E F,Duffield C F,Hutchinson G L,et al.LateralPerformance of Cold-Formed Steel-Framed DomesticStructures[J].Engineering Structures,1999,21(1):83-95.
[24]Gad E F,Chandler A M,Duffield C F.Graeme Stark.Lateral Behavior of Plasterboard-Clad ResidentialSteel Frames[J].Journal of Structural Engineering,1999,125(1):32-39.
[25]Fülp L A,Dubina D.Design Criteria for Seam andSheeting-to-Framing Connections of Cold-FormedSteel Shear Panels[J].Journal of StructuralEngineering,ASCE 2006,132(4):582-590.
[26]张雪姣.轻钢龙骨体系住宅抗震性能研究[D].南京:南京工业大学,2005.Zhang X J.Researches on Seismic Performance ofLight Gauge Steel Framed Residences[D].Nanjing:Nanjing University of Technology,2005.(in Chinese)
[27]石宇.水平地震作用下多层冷弯薄壁型钢结构住宅的抗震性能研究[D].西安:长安大学,2008.Shi Y.Study on Seismic Behavior of Cold-FormedSteel Framing System of Mid-Rise ResidentialBuilding under Horizontal Earthquake Action[D].Xi’an:Chang’an University,2008.(in Chinese)
[28]沈祖炎,李元齐,等.冷弯薄壁型钢复合墙体抗震性能试验研究[R].上海:同济大学,2010.Shen Z Y,Li Y Q,et al.Experimental Research onAseismic Behaviors of Cold-Formed Thin-Walled SteelComposite Walls[R].Shanghai:Tongji University,2010.(in Chinese)
[29]Pekoz T.Design of cold-formed steel screwconnections[C].Proceeding of 20th Internet SpecialtyConference on Cold-Formed Steel Structures,University of Missouri-Rolla,Rolla,St.Louis,1990,576-587.
[30]潘景龙.自攻螺钉连接的抗剪性能研究[J].哈尔滨建筑大学学报,1995,28(6):41-47.Pan J L.A Study on the Shear Behaviour of Self-tapping Screw Connection[J].Journal of HarbinUniversity of Architecture and Engineering,1995,28(6):41-47.(in Chinese)
[31]LaBoube R A,Sokol M A.Behavior of screwconnections in residential construction[J].Journal ofStructural Engineering,2002,128(1):115-118.
[32]潘斯勇.高强冷弯超薄壁型钢自攻螺钉连接承载力试验研究[D].上海:同济大学,2009.Pan S Y.Experimental Investigation on Load-carryingCapacities of Self-drilling Screw Shear Connections ofHigh Strength Cold-formed Super Thin-Walled SteelStructures[D].Shanghai:Tongji University,2009.(inChinese)
[33]Fiorino L,Corte G D,Landolfo R.Experimental Testson Typical Screw Connections for Cold-Formed SteelHousing[J].Engineering Structures,2007,29(3):1761-1773.
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