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                  [1]薛启超,张井财,何建,等.地震作用下PTMD对高层钢结构的减振效果[J].哈尔滨工程大学学报,2017,38(03):412-418.[doi:10.11990/jheu.201603051]
                   XUE Qichao,ZHANG Jingcai,HE Jian,et al.Reducing vibration performance of pounding TMD on high-rise steel structures subject to seismic effects[J].hebgcdxxb,2017,38(03):412-418.[doi:10.11990/jheu.201603051]
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                  地震作用下PTMD对高层钢结构的减振效果(/HTML)
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                  《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

                  卷:
                  38
                  期数:
                  2017年03期
                  页码:
                  412-418
                  栏目:
                  出版日期:
                  2017-03-25

                  文章信息/Info

                  Title:
                  Reducing vibration performance of pounding TMD on high-rise steel structures subject to seismic effects
                  作者:
                  薛启超1 张井财1 何建1 李英娜2 宋晓岩1
                  1. 哈尔滨工程大学 航天与建筑工程学院, 黑龙江 哈尔滨 150001;
                  2. 东北大学 资源与土木工程学院, 辽宁 沈阳 110006
                  Author(s):
                  XUE Qichao1 ZHANG Jingcai1 HE Jian1 LI Yingna2 SONG Xiaoyan1
                  1. College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China;
                  2. College of Resource and Civil Engineering, Northeastern University, Shenyang 110006, China
                  关键词:
                  地震钢结构粘弹性碰撞调谐质量阻尼器碰撞粘弹性减振调谐质量阻尼器
                  分类号:
                  O328
                  DOI:
                  10.11990/jheu.201603051
                  文献标志码:
                  A
                  摘要:
                  针对传统调谐质量阻尼器(TMD)的不足,本文研究了粘弹性碰撞调谐质量阻尼器(viscoelastic pounding tuned mass damper,PTMD)对高层钢结构的减振问题,采用数值仿真对PTMD进行了参数研究和优化。碰撞材料和预留间隙对PTMD的减振效果至关重要,若碰撞材料等效弹性模量较低,减振率将随着间隙的增大而减小,最后趋于恒定;碰撞材料等效弹性模量较高,减振率随预留间隙的增大,先上升后下降,最后稳定在一个定值。PTMD在不同地震强度和不同地震作用下,对高层钢结构均有较好的减振效果。从减振效果、空间要求和附加质量块重量三方面对比了TMD与PTMD,结果表明:PTMD可以大幅降低阻尼的功率要求、安装空间限制和质量块重量,比TMD更加经济有效。

                  参考文献/References:

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                  [8] JEDARI S S, SADIGHI M, SHAKERI M, et al. An investigation on low velocity impact response of multilayer sandwich composite structures[J]. The scientific world journal, 2013, 2013:175090.
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                  [10] MAMALIS A G, SPENTZAS K N, MANOLAKOS D E, et al. Experimental investigation of the collapse modes and the main crushing characteristics of composite sandwich panels subjected to flexural loading[J]. International journal of crashworthiness, 2008, 13(4):349-362.
                  [11] ZHANG Peng, SONG Gangbing, LI Hongnan, et al. Seismic control of power transmission tower using pounding TMD[J]. Journal of engineering mechanics, 2013, 139(10):1395-1406.
                  [12] LI Hongnan, ZHANG Peng, SONG Gangbing, et al. Robustness study of the pounding tuned mass damper for vibration control of subsea jumpers[J]. Smart materials and structures, 2015, 24(9):095001.
                  [13] LI Luyu, SONG Gangbing, SINGLA M, et al. Vibration control of a traffic signal pole using a pounding tuned mass damper with viscoelastic materials (Ⅱ):experimental verification[J]. Journal of vibration and control, 2015, 21(4):670-675.
                  [14] BORDALO S N, MOROOKA C K, TOCHETT L G, et al. Experimental assessment of the behaviour of a pipe vibration damper underwater[C]//ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. San Francisco, California, USA:ASME, 2014:3782-3783.
                  [15] XUE Qiqiao, ZHANG Chunwei, HE Jian, et al. An updated analytical structural pounding force model based on viscoelasticity of materials[J]. Shock and vibration, 2016, 2016:2596923.
                  [16] IOI T, IKEDA K. On the Houde damper for a damped vibration system[J]. Bulletin of JSME, 1980, 23(176):273-279.
                  [17] JANIN O, LAMARQUE C H. Comparison of several numerical methods for mechanical systems with impacts[J]. International journal for numerical methods in engineering, 2001, 51(9):1101-1132.
                  [18] 李春祥, 刘艳霞. 高层建筑TMD风振控制优化设计[J]. 计算力学学报, 2001, 18(1):69-73. LI Chuanxiang, LIU Yanxia. Optimum design of TMD for suppressing vibration of tall buildings subjected to wind[J]. Chinese journal of computational mechanics, 2001, 18(1):69-73.本文引用格式:薛启超, 张井财, 何建,等.地震作用下PTMD对高层钢结构的减振效果[J]. 哈尔滨工程大学学报, 2017, 38(3):412-418.XUE Qichao, ZHANG Jingcai, HE Jian,et al.Reducing vibration performance of pounding TMD on high-rise steel structures subject to seismic effects[J]. Journal of Harbin Engineering University, 2017, 38(3):412-418.

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                  备注/Memo

                  备注/Memo:
                  收稿日期:2016-03-22。
                  基金项目:国家自然科学基金项目(51409056);黑龙江省自然科学基金项目(E2015047);中央高;究蒲幸滴穹严钅浚℉EUCF160202,HEUCF150202).
                  作者简介:薛启超(1981-),男,讲师,博士;何建(1972-),男,教授.
                  通讯作者:何建,E-mail:hejian@hrbeu.edu.cn.
                  更新日期/Last Update: 2017-04-05
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