设置BRB的桥梁排架墩抗震性能参数分析
Parametric Analysis of Seismic Performance for Bridge Bents with Buckling-restrained Braces (BRBs)
作者：石岩(兰州理工大学 土木工程学院, 甘肃 兰州 730050;河北省大型结构健康诊断与控制重点实验室, 河北 石家庄 050043)；张展宏(兰州理工大学 土木工程学院, 甘肃 兰州 730050)；韩建平(兰州理工大学 土木工程学院, 甘肃 兰州 730050)；许继祥(兰州理工大学 土木工程学院, 甘肃 兰州 730050)
Author：SHI Yan(School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou 730050, China;Key Lab. for Health Monitoring and Control of Large Structures, Shijiazhuang 050043, China)；ZHANG Zhanhong(School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou 730050, China)；HAN Jianping(School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou 730050, China)；XU Jixiang(School of Civil Eng., Lanzhou Univ. of Technol., Lanzhou 730050, China)
收稿日期：2018-06-01 年卷（期）页码：2018,50(6):71-76,90
期刊名称：工程科学与技术
Journal Name：Advanced Engineering Sciences
关键字：桥梁工程;双柱式排架墩;屈曲约束支撑;近断层地震动;速度脉冲
Key words：bridge engineering;bent with double columns;buckling-restrained brace (BRB);near-fault ground motion;velocity pulse
基金项目：国家自然科学基金资助项目（51768042；51868048）；甘肃省自然科学基金资助项目（1610RJZA002）；建工七七基金资助（TM-QK-1602）；甘肃省高等学校科研项目资助
中文摘要
汶川大地震中，桥梁双柱式排架墩遭到了严重的破坏，其抗震问题被广泛关注。作者基于结构“保险丝”的损伤控制理念，在双柱式桥梁排架墩中设置屈曲约束支撑（BRB），以提高横桥向的抗震性能。建立了考虑墩柱弹塑性、梁体与挡块碰撞和支座滑动效应的单个排架墩动力分析模型，通过输入远场地震动、具有向前方向性效应和滑冲效应的近断层地震动进行非线性地震反应时程分析，研究了BRB与排架墩水平刚度比、水平屈服位移比、BRB布置形式和排架墩形式等参数对桥梁排架墩抗震性能的影响。结果表明：设置BRB能有效地减小规则和不规则排架墩的地震损伤，BRB与排架墩水平刚度比和水平屈服位移比的合理取值范围分别为0.5～2.0和0.5～1.5。
英文摘要
During Wenchuan earthquake, some bridge bents with double piers suffered severe damage and much attention has been paid to the seismic performance of bridge bents. Based on the structural fuse concept, the bridge bents by using buckling-restrained brace (BRB) was proposed to control its damage in transverse direction. An analytical model of single bridge bents considering the elasto-plastic behaviors of piers, the pounding response between shear keys and girders and the sliding friction behavior of laminated rubber bearing was developed. Nonlinear response history analyses were conducted with far-fault and near-fault ground motion records including velocity pulse of forward rupture directivity effect and fling-step effect. Many parameters such as the ratio of horizontal stiffness between BRBs and bents, the ratio of horizontal yielding displacement between BRBs and bents, the arrangement form of BRBs, the bent with unequal-high piers, and the intensity of ground motion were analyzed. Results indicated that the damage of regular and irregular bridge bents can be effectively controlled by using BRBs, and the rational sampling ranges of the horizontal stiffness ratio and horizontal yielding displacement ratio between BRBs and bents are found to be 0.5~2.0 and 0.5~1.5, respectively.
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