大跨度连续梁桥的延性抗震分析
|
摘要
该文阐述了某大跨度连续桥的延性抗震分析。通过对强震区的某大跨连续梁的固定墩采用弹塑性减震耗能装置,可以有效地减小固定墩承受的巨大的水平剪力。在此基础上,对墩柱进行延性抗震设计,并分析比较不同因素对结构延性的影响。结果表明,考虑墩柱的延性可以有效地降低墩柱底部弯矩。配箍率和轴压比对墩柱的延性系数影响较明显,而纵向主筋的配筋率减低,屈服和极限曲率均会降低,对延性系数的影响较小。
The article sets forth the analysis of seismic ductility of a long span continuous bridge.The elastic-plastic energy dissipation device is installed in the fixed pier of a long span continuous beam in strong earthquake area,which can efficiently reduce the huge horizontal shear exerted on the fixed pier.On this basis,the article conducts the design of seismic ductility for the fixed pier,and analyzes and compares the influences of the different factors on the structural ductility.The result shows that the considered ductility of fixed pier can efficiently reduce the bending moment on the bottom fixed pier.Moreover,the stirrup ratio and axial compression ratio have a more obvious influence on ductile coefficient of fixed pier.With the main longitudinal reinforcement ratio decreases,the yield curvature and the ultimate curvature will decrease,and the effect on the ductility coefficient is smaller.
The article sets forth the analysis of seismic ductility of a long span continuous bridge.The elastic-plastic energy dissipation device is installed in the fixed pier of a long span continuous beam in strong earthquake area,which can efficiently reduce the huge horizontal shear exerted on the fixed pier.On this basis,the article conducts the design of seismic ductility for the fixed pier,and analyzes and compares the influences of the different factors on the structural ductility.The result shows that the considered ductility of fixed pier can efficiently reduce the bending moment on the bottom fixed pier.Moreover,the stirrup ratio and axial compression ratio have a more obvious influence on ductile coefficient of fixed pier.With the main longitudinal reinforcement ratio decreases,the yield curvature and the ultimate curvature will decrease,and the effect on the ductility coefficient is smaller.
引文
[1]JTG/T B02-01-2008,公路桥梁抗震设计细则[S].
[2]普瑞斯特雷,M.J.N.桥梁抗震设计与加固[M].北京:人民交通出版社,1997.
[3]范立础,卓卫东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.
[4]方海,李升玉,王曙光,等.高烈度区连续梁桥的减震设计方法研究[J].地震工程与工程振动,2005,25(6):178-182.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[6]郭磊,李建中,范立础.大跨度连续梁桥减隔震设计研究[J].土木工程学报,2006,39(3):81-85.
[7]李春凤.汶川地震桥梁灾害与延性抗震设计探讨[J].公路交通科技,2009,26(4):98-102.
[8]王克海,李茜,韦韩.国内外延性抗震设计的比较[J].地震工程与工程振动,2006,26(3):70-73.
[2]普瑞斯特雷,M.J.N.桥梁抗震设计与加固[M].北京:人民交通出版社,1997.
[3]范立础,卓卫东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.
[4]方海,李升玉,王曙光,等.高烈度区连续梁桥的减震设计方法研究[J].地震工程与工程振动,2005,25(6):178-182.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[6]郭磊,李建中,范立础.大跨度连续梁桥减隔震设计研究[J].土木工程学报,2006,39(3):81-85.
[7]李春凤.汶川地震桥梁灾害与延性抗震设计探讨[J].公路交通科技,2009,26(4):98-102.
[8]王克海,李茜,韦韩.国内外延性抗震设计的比较[J].地震工程与工程振动,2006,26(3):70-73.
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