基于投资-效益准则的TMD装置的优化设计
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摘要
分析TMD装置系统的全寿命周期费用LCC(Life Cycle Cost)的构成及与减振效果之间的关系,提出基于投资-效益准则的TMD减振装置的优化设计方法。首先,对不同质量比下的TMD减震装置,分别计算出其相对应的全寿命周期费用及减震百分率;然后,进行TMD装置的效-费比分析,即在满足业主具体的性能要求的前提下,以效-费比为优化性能指标,求出减振控制系统的最优参数,以最低的费用,达到最好的效果,节约资源。同时,提出减振控制装置全寿命费用和效-费比的概念,为各种减振控制策略的有效性、经济性及可靠性等提供一种评价指标。以目前在建的世界第一高塔———广州新电视塔为工程算例,验证本文方法有效性和正确性,在实际工程中具有较大的应用价值。
The composition of the life-cycle cost(LCC) of TMD control device is analyzed and an optimal design method for TMD device is proposed based on cost-effectiveness criterion.The life-cycle costs and control effectiveness of the TMD system with different mass ratios are calculated,and then an analysis of the effectiveness-cost ratio of the TMD device is carried out.With the condition of meeting the specific performance requirements of the owners,the optimal parameters of the TMD system are obtained by using a performance index of the effectiveness-cost ratio,thus the best control performance is achieved with a low cost and the optimal saving of resources.Moreover,the LCC and the effectiveness-cost ratio of the control device are proposed to evaluate the effectiveness,economy and reliability of different vibration control strategies.The new Guangzhou TV Tower,highest structure in the world,is employed as an example,and the results show that the proposed method is efficient and of significance in practical applications.
The composition of the life-cycle cost(LCC) of TMD control device is analyzed and an optimal design method for TMD device is proposed based on cost-effectiveness criterion.The life-cycle costs and control effectiveness of the TMD system with different mass ratios are calculated,and then an analysis of the effectiveness-cost ratio of the TMD device is carried out.With the condition of meeting the specific performance requirements of the owners,the optimal parameters of the TMD system are obtained by using a performance index of the effectiveness-cost ratio,thus the best control performance is achieved with a low cost and the optimal saving of resources.Moreover,the LCC and the effectiveness-cost ratio of the control device are proposed to evaluate the effectiveness,economy and reliability of different vibration control strategies.The new Guangzhou TV Tower,highest structure in the world,is employed as an example,and the results show that the proposed method is efficient and of significance in practical applications.
引文
[1]周福霖.工程结构减震控制[M].北京:地震出版社,1997
[2]李春祥,黄金枝,金兢.高层钢结构抗风抗震控制若干问题探讨[J].振动与冲击,2000,19(2):54-58(LiChunxiang,Huang Jinzhi,Jin Jing.Discussions on severalproblems of wind and earthquake resistant control of tallsteel structure[J].Journal of Vibration and Shock,2000,19(2):54-58(in Chinese))
[3]Rohman A.Optimal control of tall buildings by appendages[J].Journal of Structural Engineering,ASCE,1984,10(5):937-947
[4]李创第,黄天立,李暾,等.TM D控制优化设计及振动台试验研究[J].土木工程学报,2006,39(7):19-25(Li Chuangdi,Huang Tianli,Li Tun,et al.Optimal TMDdesign and shaking table test[J].China Civil EngineeringJournal,2006,39(7):19-25(in Chinese))
[5]卜国雄,谭平,周福霖,等.基于能量法的TMD参数优化设计[J].华中科技大学学报:城市科学版,2008,25(2):26-30(Bu Guoxiong,Tan Ping,Zhou Fulin,et al.Optimal parameters design of TMD based on energy method[J].Journal of Huazhong University of Science andTechnology:Urban Science Edition,2008,25(2):26-30(in Chinese))
[6]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11(ChengGengdong,Li Gang.Some key problems on performance-based seismic design[J].Journal of Building Structures,2000,21(1):5-11(in Chinese))
[7]马宏旺,吕西林.钢筋混凝土框架结构造价与失效概率之间的近似关系研究[J].地震工程与工程振动,2003,23(3):125-131(Ma Hongwang,LüXilin.Studyon relationship between structural cost and failureprobability of reinforced concrete frames[J].EarthquakeEngineering and Engineering Vibration,2003,23(3):125-131(in Chinese))
[8]Asko S.Integrated life cycle design of structures[M].NewYork:Taylor&Francis,2002
[9]李刚,程耿东.基于模糊综合评判的结构寿命周期总费用评估[J].土木工程学报,2005,38(6):115-121(Li Gang,Cheng Gengdong.Structural life-cycle costanalysis by fuzzy comprehensive evaluation[J].China CivilEngineering Journal,2005,38(6):115-121(inChinese))
[10]Kong J S,Frangopol D M.Cost-reliability interaction inlife-cycle cost optimization of deteriorating structures[J].Journal of Structural Engineering,ASCE,2004,130(11):1704-1712
[11]Kong J S,Frangopol D M.Life-cycle reliability-basedmaintenance cost optimization of deteriorating structureswith emphasis on bridges[J].Journal of StructuralEngineering,ASCE,2003,129(6):818-828
[12]Frangopol D M,Liu Min.Life-cycle cost analysis forhighways bridges:accomplishments and challenges[C]//Proceedings of Structures Congress.Nashville,Tennessee,
[13]李刚,程耿东.基于投资-效益准则的现有结构抗震加固策略[J].大连理工大学学报,2003,43(4):412-415(Li Gang,Cheng Gengdong.Strategies of cost-effectiveseismic rehabilitation for existing structures[J].Journal ofDalian University of Technology,2003,43(4):412-415(in Chinese))
[14]张荫,杨增科,姚谦峰,等.基于全寿命的隔震结构费用分析[J].西安建筑科技大学学报:自然科学版,2008,40(5):608-612(Zhang Yin,Yang Zengke,YaoQianfeng,et al.Life cycle cost analysis of isolated structure[J].Journal of Xi’an University of Architecture andTechnology:Natural Science Edition,2008,40(5):608-612(in Chinese))
[15]李刚,杨迪雄,程耿东.基于功能的基础隔震结构一体化优化设计[J].应用力学学报,2004,21(1):13-16(Li Gang,Yang Dixiong,Cheng Gengdong.Performancebased integrated optimum design for seismic isolatedstructures[J].Chinese Journal of Applied Mechanics,2004,21(1):13-16(in Chinese))
[16]毕争鸣,许爱强,洪亮.武器装备费用确定方法及效费比分析探讨[J].海军航空工程学院学报,2005,20(1):185-188(Bi Zhengming,Xu Aiqiang,Hong Liang.Research on the method of confirming weapon material costand analysis on the effectiveness-cost ratio[J].Journal ofNaval Aeronautical Engineering Institute,2005,20(1):185-188(in Chinese))
[17]王珂晟,邹永显,李永东,等.试论武器装备的效费比分析[J].装甲兵工程学院学报,2003,17(3):55-58(Wang Kesheng,Zou Yongxian,Li Yongdong,et al.Analysis on proportion of effectiveness and life cycle cost ofweapon equipment[J].Journal of Armored ForceEngineering Institute,2003,17(3):55-58(in Chinese))
[18]张志坚.战斗机效费比计算方法研究[D].西安:西北工业大学,2003
[2]李春祥,黄金枝,金兢.高层钢结构抗风抗震控制若干问题探讨[J].振动与冲击,2000,19(2):54-58(LiChunxiang,Huang Jinzhi,Jin Jing.Discussions on severalproblems of wind and earthquake resistant control of tallsteel structure[J].Journal of Vibration and Shock,2000,19(2):54-58(in Chinese))
[3]Rohman A.Optimal control of tall buildings by appendages[J].Journal of Structural Engineering,ASCE,1984,10(5):937-947
[4]李创第,黄天立,李暾,等.TM D控制优化设计及振动台试验研究[J].土木工程学报,2006,39(7):19-25(Li Chuangdi,Huang Tianli,Li Tun,et al.Optimal TMDdesign and shaking table test[J].China Civil EngineeringJournal,2006,39(7):19-25(in Chinese))
[5]卜国雄,谭平,周福霖,等.基于能量法的TMD参数优化设计[J].华中科技大学学报:城市科学版,2008,25(2):26-30(Bu Guoxiong,Tan Ping,Zhou Fulin,et al.Optimal parameters design of TMD based on energy method[J].Journal of Huazhong University of Science andTechnology:Urban Science Edition,2008,25(2):26-30(in Chinese))
[6]程耿东,李刚.基于功能的结构抗震设计中一些问题的探讨[J].建筑结构学报,2000,21(1):5-11(ChengGengdong,Li Gang.Some key problems on performance-based seismic design[J].Journal of Building Structures,2000,21(1):5-11(in Chinese))
[7]马宏旺,吕西林.钢筋混凝土框架结构造价与失效概率之间的近似关系研究[J].地震工程与工程振动,2003,23(3):125-131(Ma Hongwang,LüXilin.Studyon relationship between structural cost and failureprobability of reinforced concrete frames[J].EarthquakeEngineering and Engineering Vibration,2003,23(3):125-131(in Chinese))
[8]Asko S.Integrated life cycle design of structures[M].NewYork:Taylor&Francis,2002
[9]李刚,程耿东.基于模糊综合评判的结构寿命周期总费用评估[J].土木工程学报,2005,38(6):115-121(Li Gang,Cheng Gengdong.Structural life-cycle costanalysis by fuzzy comprehensive evaluation[J].China CivilEngineering Journal,2005,38(6):115-121(inChinese))
[10]Kong J S,Frangopol D M.Cost-reliability interaction inlife-cycle cost optimization of deteriorating structures[J].Journal of Structural Engineering,ASCE,2004,130(11):1704-1712
[11]Kong J S,Frangopol D M.Life-cycle reliability-basedmaintenance cost optimization of deteriorating structureswith emphasis on bridges[J].Journal of StructuralEngineering,ASCE,2003,129(6):818-828
[12]Frangopol D M,Liu Min.Life-cycle cost analysis forhighways bridges:accomplishments and challenges[C]//Proceedings of Structures Congress.Nashville,Tennessee,
[13]李刚,程耿东.基于投资-效益准则的现有结构抗震加固策略[J].大连理工大学学报,2003,43(4):412-415(Li Gang,Cheng Gengdong.Strategies of cost-effectiveseismic rehabilitation for existing structures[J].Journal ofDalian University of Technology,2003,43(4):412-415(in Chinese))
[14]张荫,杨增科,姚谦峰,等.基于全寿命的隔震结构费用分析[J].西安建筑科技大学学报:自然科学版,2008,40(5):608-612(Zhang Yin,Yang Zengke,YaoQianfeng,et al.Life cycle cost analysis of isolated structure[J].Journal of Xi’an University of Architecture andTechnology:Natural Science Edition,2008,40(5):608-612(in Chinese))
[15]李刚,杨迪雄,程耿东.基于功能的基础隔震结构一体化优化设计[J].应用力学学报,2004,21(1):13-16(Li Gang,Yang Dixiong,Cheng Gengdong.Performancebased integrated optimum design for seismic isolatedstructures[J].Chinese Journal of Applied Mechanics,2004,21(1):13-16(in Chinese))
[16]毕争鸣,许爱强,洪亮.武器装备费用确定方法及效费比分析探讨[J].海军航空工程学院学报,2005,20(1):185-188(Bi Zhengming,Xu Aiqiang,Hong Liang.Research on the method of confirming weapon material costand analysis on the effectiveness-cost ratio[J].Journal ofNaval Aeronautical Engineering Institute,2005,20(1):185-188(in Chinese))
[17]王珂晟,邹永显,李永东,等.试论武器装备的效费比分析[J].装甲兵工程学院学报,2003,17(3):55-58(Wang Kesheng,Zou Yongxian,Li Yongdong,et al.Analysis on proportion of effectiveness and life cycle cost ofweapon equipment[J].Journal of Armored ForceEngineering Institute,2003,17(3):55-58(in Chinese))
[18]张志坚.战斗机效费比计算方法研究[D].西安:西北工业大学,2003
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