大跨宽幅双提篮系杆拱桥动力特性和抗震性能
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摘要
为研究大跨度宽幅双提篮系杆拱桥结构的动力特性,采用了三维数值模拟方法进行分析,并运用共同节点而选用不同截面和材料的方法分别建立钢管混凝土拱桥中钢管和混凝土单元来模拟两者力学性能上的差异。以石家庄市拟建的友谊大街钢管混凝土拱桥为例,研究了其动力特性和抗震性能。计算结果表明:该拱桥结构整体刚度较大,桥梁竖向刚度和纵向刚度大于其横向刚度;横撑增强了拱肋的扭转约束,提高了拱肋面外稳定性;立柱增强了桥面的竖向刚度。在地震荷载作用下,桥梁不同部分对地震的响应不同;在激励强度相同的条件下,横桥向激励对该桥的影响大于顺桥向激励;从整体上看,当最大地震动加速度峰值不大于0.10g时,桥梁结构是安全的。
The three-dimensional numerical method was used to study the dynamic characteristic of a double basket type concrete-filled steel tube tied-arch bridge with long-span and broad width.To simulate the different mechanical properties between steel tubes with concrete,concrete and steel tube elements were established with the same nodes but different sections and materials.The Friendship Avenue Bridge in Shijiazhuang,a double basket type concrete-filled steel tube tied-arch bridge,was taken as an example to analyze its dynamic characteristic and aseismatic performance.The simulation results show that the whole rigidity of the bridge is large enough,while the vertical and the longitudinal rigidity are bigger than the lateral.The rotational restraints and the lateral stability of the bridge are enhanced by the lateral braces;the vertical stiffness of the deck is strengthened by the columns.Under the earthquake excitation,different parts of the bridge will have different responses.With the same strength of excitation,the lateral earthquake excitation will has larger effects on dynamic response of the bridge than the longitudinal excitation.Generally,the bridge is safe if the maxim earthquake acceleration is less than 0.10 g.
The three-dimensional numerical method was used to study the dynamic characteristic of a double basket type concrete-filled steel tube tied-arch bridge with long-span and broad width.To simulate the different mechanical properties between steel tubes with concrete,concrete and steel tube elements were established with the same nodes but different sections and materials.The Friendship Avenue Bridge in Shijiazhuang,a double basket type concrete-filled steel tube tied-arch bridge,was taken as an example to analyze its dynamic characteristic and aseismatic performance.The simulation results show that the whole rigidity of the bridge is large enough,while the vertical and the longitudinal rigidity are bigger than the lateral.The rotational restraints and the lateral stability of the bridge are enhanced by the lateral braces;the vertical stiffness of the deck is strengthened by the columns.Under the earthquake excitation,different parts of the bridge will have different responses.With the same strength of excitation,the lateral earthquake excitation will has larger effects on dynamic response of the bridge than the longitudinal excitation.Generally,the bridge is safe if the maxim earthquake acceleration is less than 0.10 g.
引文
[1]陈宝春.钢管混凝土拱桥设计与施工[M].北京:人民交通出版社,1999.
[2]陈宝春.钢管混凝土拱桥计算理论研究进展[J].土木工程学报,2003,36(6):47-57.
[3]熊峰.钢管混凝土拱桥抗震性能研究[D].成都:四川大学,2001.
[4]宗周红,Bijaya J,林友勤,等.西宁北川河钢管混凝土拱桥的理论和实验模态分析[J].铁道学报,2003,4:89-96.
[5]章庆军,陈水福.钢管混凝土桁肋拱桥的有限单元模型及动力特性分析[J].中国市政工程,2004,3:35-49.
[6]孙潮,陈宝春,陈水盛.钢管-钢管混凝土复合拱桥动力特性分析[J].地震工程与工程振动,2001,21(2):48-52.
[7]赵跃宇,杨相展,康厚军.斜拉拱桥动力特性分析[J].公路,2005,11:36-39.
[8]Yoshimuraa M,Wu Qingxiong,Takahashib K,et al.Vibration analysis of the Second Saikai Bridge—a con-crete filled tubular(CFT)arch bridge[J].Journal of Sound and Vibration,2006,297(1):388-409.
[9]Wu Qingxiong,Yoshimura M,Takahashi K,et al.Nonlinear seismic properties of the Second Saikai Bridge—a concrete filled tubular(CFT)arch bridge[J].Engineering Structures,2006,28:163-182.
[10]陈淮,朱文正.大型高架桥横向地震反应分析[J].世界地震工程,2002,18(1):80-84.
[2]陈宝春.钢管混凝土拱桥计算理论研究进展[J].土木工程学报,2003,36(6):47-57.
[3]熊峰.钢管混凝土拱桥抗震性能研究[D].成都:四川大学,2001.
[4]宗周红,Bijaya J,林友勤,等.西宁北川河钢管混凝土拱桥的理论和实验模态分析[J].铁道学报,2003,4:89-96.
[5]章庆军,陈水福.钢管混凝土桁肋拱桥的有限单元模型及动力特性分析[J].中国市政工程,2004,3:35-49.
[6]孙潮,陈宝春,陈水盛.钢管-钢管混凝土复合拱桥动力特性分析[J].地震工程与工程振动,2001,21(2):48-52.
[7]赵跃宇,杨相展,康厚军.斜拉拱桥动力特性分析[J].公路,2005,11:36-39.
[8]Yoshimuraa M,Wu Qingxiong,Takahashib K,et al.Vibration analysis of the Second Saikai Bridge—a con-crete filled tubular(CFT)arch bridge[J].Journal of Sound and Vibration,2006,297(1):388-409.
[9]Wu Qingxiong,Yoshimura M,Takahashi K,et al.Nonlinear seismic properties of the Second Saikai Bridge—a concrete filled tubular(CFT)arch bridge[J].Engineering Structures,2006,28:163-182.
[10]陈淮,朱文正.大型高架桥横向地震反应分析[J].世界地震工程,2002,18(1):80-84.
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