桁架式SRC梁组合框架节点耗能性能及损伤分析
|
摘要
通过6个桁架式钢骨混凝土框架梁组合节点在反复荷载作用下的试验,对该新型桁架式钢骨混凝土框架梁-钢筋混凝土柱组合节点的破坏过程、滞回性能、耗能能力等进行了分析,建立了基于最大变形和累积耗能的非线性组合的节点地震损伤模型,探讨了桁架式钢骨混凝土框架梁组合节点累积损伤的发展过程和发育规律。通过由损伤模型计算得到的破损结果及各试件损伤对比分析,讨论了含钢率、轴压比及交叉腹杆对节点损伤发展的影响。结果表明:加载后期,轴压比大、含钢率高或交叉腹杆强的节点具有更大的损伤值。
According to experimental research on 6 joints of steel reinforced concrete(SRC) frame beam with encased steel truss under low-cyclic reversed loading,the failure process,hysteretic behavior and energy dissipation capacity were analyzed.Damage model were developed based on nonlinear combination of maximum strain and accumulative dissipation energy.Then the evolution of cumulative damage and the damage growth law were investigated.Finally by comparing the calculated damage models with the observed real damage of the joints,influences of three factors which are shape steel,cross web members and axial compression ratio on damage development of joints with SRC beam with encased steel truss were studied.The results indicate that joints with higher shape steel proportion,stronger cross web members and higher axial compression ratio makes joint behave better in energy dissipation and bearing capacity.
According to experimental research on 6 joints of steel reinforced concrete(SRC) frame beam with encased steel truss under low-cyclic reversed loading,the failure process,hysteretic behavior and energy dissipation capacity were analyzed.Damage model were developed based on nonlinear combination of maximum strain and accumulative dissipation energy.Then the evolution of cumulative damage and the damage growth law were investigated.Finally by comparing the calculated damage models with the observed real damage of the joints,influences of three factors which are shape steel,cross web members and axial compression ratio on damage development of joints with SRC beam with encased steel truss were studied.The results indicate that joints with higher shape steel proportion,stronger cross web members and higher axial compression ratio makes joint behave better in energy dissipation and bearing capacity.
引文
[1]邓志恒,陈贺功,林绍明.桁架式钢骨混凝土梁斜截面承载力试验[J].广西大学学报(自然科学版),2010,35(1):12-16.
[2]宁应金.桁架式钢骨混凝土框架梁柱节点试验研究[D].南宁:广西大学,2010.
[3]Fajfar P.Equivalent ductility factors taking into account low cycle fatigue[J].Earthquake Engineering&Structural Dynamics,1992,21(10):837-848.
[4]Ghobarah A,Abon-Elfath HH,Biddah A.Response-based damage assessment of structures[J].Earthquake Engineering&Structural Dynam-ics,1999,28(1):79-104.
[5]Chai Y H,Romstad K M,Bird S M.Energy-based linear damage model for high-intensity seismic loading[J].Journal of Structural Enginering.1995,121(5):857-864.
[6]Dall,Asta A,Dezi L.Nonlinear behavior of externally prestressed composite beam[J].Journal of Structural Engineering,1998,(5):588-596.
[7]吴波,李惠,李玉华.结构损伤分析的力学方法[J].地震与工程振动,1997,13(1):14-44.
[8]框架节点专题研究组.低周反复荷载作用下钢筋混凝土框架梁柱节点核心区抗剪强度的试验研究[J].建筑结构学报,1983,4(6):1-17.
[9]梁柱节点专题组.劲性钢筋混凝土粱柱节点性能及受剪承载力[R].北京:中国建筑工业出版社.1994:502-518.
[10]Park Y J,A A H.Mechanistic seismic damage model for reinforced concrete[J].Journal of Structural Engineering,ASCE.1985,111(4):722-739.
[11]Banon H,Veneziano D.Seismic safety of reinforced concrete members and structures[J].Earthquake Engineering and Structural Dynamics.1982,10:179-193.
[12]Reinhorn A.M.,Kunnath S.K.,Mander J.B.“Seismic design of structures for damage control,”Nonlinear seismic analysis and design of rein-forced concrete buildings[M].Elsevier Applied Science,1992:63-76.
[2]宁应金.桁架式钢骨混凝土框架梁柱节点试验研究[D].南宁:广西大学,2010.
[3]Fajfar P.Equivalent ductility factors taking into account low cycle fatigue[J].Earthquake Engineering&Structural Dynamics,1992,21(10):837-848.
[4]Ghobarah A,Abon-Elfath HH,Biddah A.Response-based damage assessment of structures[J].Earthquake Engineering&Structural Dynam-ics,1999,28(1):79-104.
[5]Chai Y H,Romstad K M,Bird S M.Energy-based linear damage model for high-intensity seismic loading[J].Journal of Structural Enginering.1995,121(5):857-864.
[6]Dall,Asta A,Dezi L.Nonlinear behavior of externally prestressed composite beam[J].Journal of Structural Engineering,1998,(5):588-596.
[7]吴波,李惠,李玉华.结构损伤分析的力学方法[J].地震与工程振动,1997,13(1):14-44.
[8]框架节点专题研究组.低周反复荷载作用下钢筋混凝土框架梁柱节点核心区抗剪强度的试验研究[J].建筑结构学报,1983,4(6):1-17.
[9]梁柱节点专题组.劲性钢筋混凝土粱柱节点性能及受剪承载力[R].北京:中国建筑工业出版社.1994:502-518.
[10]Park Y J,A A H.Mechanistic seismic damage model for reinforced concrete[J].Journal of Structural Engineering,ASCE.1985,111(4):722-739.
[11]Banon H,Veneziano D.Seismic safety of reinforced concrete members and structures[J].Earthquake Engineering and Structural Dynamics.1982,10:179-193.
[12]Reinhorn A.M.,Kunnath S.K.,Mander J.B.“Seismic design of structures for damage control,”Nonlinear seismic analysis and design of rein-forced concrete buildings[M].Elsevier Applied Science,1992:63-76.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心