SEISMIC IMPACT DAMPING MECHANISMS OF SHAPE MEMORY ALLOY PSEUDO-RUBBER ABSORBERS ON ADJACENT SDOF STRUCTURES
-
摘要: 相邻结构在强震作用下的碰撞会引起加速度放大、应力损伤甚至破坏。基于形状记忆合金橡胶的非线性应变硬化和摩擦耗能特性,对比研究相邻单自由度结构体系在安装/未安装形状记忆合金橡胶垫情况下的地震碰撞过程,分析形状记忆合金橡胶垫轴向刚度对结构碰撞减震指标的影响规律。研究表明:形状记忆合金橡胶碰撞缓冲器具有高弹性、高阻尼和非线性硬化的特性,能够延长碰撞作用时间,有效降低结构碰撞响应,降低幅度在90%以上;轴向刚度是其碰撞减震控制效果的敏感参数,减震控制效果随轴向刚度降低而增加。Abstract: Impact of adjacent structures may cause acceleration amplification, stress damage even collapse during strong ground motions. Based on the characteristics of nonlinear strain hardening and friction energy dissipation in shape memory alloy pseudo-rubber(SMAPR), the seismic impact processes in adjacent single-degree-freedom(SDOF) structures with/without SMAPR absorber were compared, and parametric analysis was conducted to study the effects of axial stiffness of SMAPR on structure impact pounding response. The results showed that SMAPR was characterized by high elasticity, high damping and nonlinear strain hardening, which could prolong the impact time, and effectively reduce the impact response over 90%. Axial stiffness was the sensitive parameter to affect the control response, and the response of shock absorption increased with the decrease of axial stiffness.
-
[1] BI K,HAO H.Numerical Simulation of Pounding Damage to Bridge Structures Under Spatially Varying Ground Motions[J].Engineering Structures,2013,46:62-76. [2] CHOUW N,HAO H.Significance of SSI and Non-Uniform Near-Fault Ground Motions in Bridge Response Ⅱ:Effect on Response with Modular Expansion Joint[J].Engineering Structures,2008,30(1):154-162. [3] 成尖端.门式起重机碰撞缓冲器的选型与设计计算[J].铁道货运,2009,183(2):43-45. [4] 昌琴.磁流变缓冲器碰撞缓冲性能测试方法研究[D].重庆:重庆交通大学,2019. [5] GUO A X,LI Z J,LI H.Experimental and Analytical Study on Pounding Reduction of Base-Isolated Highway Bridges Using MR Dampers[J].Earthquake Engineering and Structural Dynamics,2009,38(11):1307-1333. [6] ARSAVA K S,KIM Y.Modeling of Magnetorheological Dampers Under Various Impact Loads[J].Shock and Vibration,2015,12:1-20. [7] WILDE K,GARDONI P,FUJINO Y.Base Isolation System with Shape Memory Alloy Device for Elevated Highway Bridges[J].Journal of Engineering Structures,2000,22:222-239. [8] HAN Y L,LI Q S,LI A Q,et al.Structural Vibration Control by Shape Memory Alloy Damper[J].Earthquake Engineering and Structural Dynamics,2003,32:483-494. [9] LI H,MAO C X,OU J P.Experimental and Theoretical Study on Two Types of Shape Memory Alloy Devices[J].Earthquake Engineering and Structural Dynamics,2008,37:407-426. [10] LI H,LIU M,OU J P.Vibration Mitigation of a Stay Cable with One Shape Memory Alloy Damper[J].Structural Control and Health Monitoring,2004,11(1):21-36. [11] OCEL J,DESROCHES R,LEON R T,et al.Steel Beam-Column Connections Using Shape Memory Alloys[J].Journal of Structural Engineering,2004,130(5):732-740. [12] ZHU S,ZHANG Y.Seismic Behavior of Self-Centring Braced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36:1329-1346. [13] 李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143-148. [14] 陈海泉.应用形状记忆合金的大跨桥梁结构振动控制理论研究和振动台试验[D].天津:天津大学,2003. [15] LI S C,MAD C X.Mechanical Properties and Theoretical Modeling of Self-Centering Shape Memory Alloy Pseudo-Rubber[J].Smart Materials and Structures,2011,20:1-16. [16] 李宇燕,黄协清,毛文雄.金属橡胶三次非线性干摩擦系统振动响应计算方法研究[J].航空材料学报,2004,24(6):56-60. [17] PRAVEEN K,MALHOTRA P K.Dynamics of Seismic Pounging at Expansion Joints of Concrete Bridges[J].Journal of Engineering Mechanics,1998,124(7):794-802.
点击查看大图
计量
- 文章访问数: 120
- HTML全文浏览量: 21
- PDF下载量: 5
- 被引次数: 0