- 摘 要
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(上海現(xiàn)代建筑設(shè)計(jì)(集團(tuán))有限公司, 上海 200041)
[摘要]阻尼器能有效地實(shí)現(xiàn)結(jié)構(gòu)的消能減震,在中國(guó)也逐漸得到應(yīng)用。為更好地促進(jìn)阻尼器在我國(guó)的應(yīng)用,解決當(dāng)前對(duì)阻尼器應(yīng)用的一些認(rèn)識(shí)不足問題,結(jié)合主要由現(xiàn)代設(shè)計(jì)集團(tuán)完成的帶阻尼器消能減震結(jié)構(gòu)工程應(yīng)用情況,介紹了位移型和速度型阻尼器及其應(yīng)用情況。結(jié)合國(guó)內(nèi)工程界對(duì)阻尼器的研究和工程應(yīng)用情況,探討了一些阻尼器應(yīng)用的關(guān)鍵設(shè)計(jì)技術(shù)問題,尤其是關(guān)于國(guó)內(nèi)外抗震規(guī)范系統(tǒng)性的差異引起的阻尼器應(yīng)用設(shè)計(jì)問題、采用阻尼器結(jié)構(gòu)的計(jì)算分析技術(shù)、阻尼器的側(cè)向穩(wěn)定問題等,提出解決方法和今后研究的方向,供廣大工程人員討論。
[關(guān)鍵詞]阻尼器;消能減震;設(shè)計(jì)技術(shù);抗震計(jì)算;極限變形;側(cè)向穩(wěn)定
Discussion on design techniques of seismic reduction and energy dissipation with dampers in building structures
Gao Chengyong, Zhang Jiahua(Shanghai Xiandai Architectural Design Group, Shanghai 200041, China)
Abstract:Dampers can dissipate seismic energy and reduce the seismic effects on the structures effectively, and it has been applied in some projects in China. In order to prompt the application of dampers in China and solve the problems of lacking enough understanding on the applications of dampers, based on several projects, which are mainly designed by Shanghai Xiandai Architectural Design Group and adopted dampers to reduce the seismic effects, it is introduced that velocity-dependent and displacement-dependent dampers and their applications. Based on recent researches and applications in China, some key design problems are studied, some solutions or the endeavor goals in the future are put forward, especially the problems on the application of dampers from the difference between the aseismic codes of domestic and aboard, the analytical techniques upon the structures with dampers, and lateral stability of dampers, etc.. These solutions or goals would benefit engineers.
Keywords:damper; seismic reduction; energy dissipation; design; aseismic computation; ultimate deformation; lateral stability
作者簡(jiǎn)介:高承勇,總工,Email:chengyong_gao@xd-ad.com.cn。
參考文獻(xiàn)
[1]GB50011—2001建筑結(jié)構(gòu)抗震設(shè)計(jì)規(guī)范[S].北京:中國(guó)建筑工業(yè)出版社,2001.
[2]BROWN AP, AIKEN ID, JAFARZADEH FJ. Buckling restrained braces provide the key to the seismic retrofit of the wallace f.bennett federal building[J]. Modern Steel Construction.Aug, 2001,:29-37.
[3]郭彥林, 劉建彬.結(jié)構(gòu)的耗能減震與防屈曲支撐[J]. 建筑結(jié)構(gòu),2005,35(8).
[4]芮明倬,李立樹.屈曲約束支撐在古北財(cái)富中心高層鋼結(jié)構(gòu)辦公樓中的應(yīng)用及設(shè)計(jì)研究[J].建筑結(jié)構(gòu),2007,37(5).
[5]工程設(shè)計(jì)資料.北京協(xié)和醫(yī)院干部保健樓新建工程.
[6]李宏男,李鋼.鋼筋混凝土框架結(jié)構(gòu)利用“雙功能”軟鋼阻尼器的抗震設(shè)計(jì)[J].建筑結(jié)構(gòu)學(xué)報(bào),2007,4.
[7]FUKUDA Y, MATSUMOTO Y, SETO K. Bending and torsional vibration control of flexible structures arranged in parallel[C]//Proc.3th Int.Conf. on Motion and Vibration Control,Chiba,1996,3:12-17.
[8]汪大綏,張堅(jiān).世茂國(guó)際廣場(chǎng)主樓與裙房減振弱連接設(shè)計(jì)[J].建筑結(jié)構(gòu),2007,37(5).
[9]王亞勇,薛彥濤.北京飯店等重要建筑的消能抗震加固設(shè)計(jì)方法[J].建筑結(jié)構(gòu)學(xué)報(bào),2001,2.
[10]汪大綏,賀軍利.北京某賓館結(jié)構(gòu)消能減振抗震分析與設(shè)計(jì)[C]//中國(guó)建筑學(xué)會(huì)抗震防災(zāi)分會(huì)高層建筑抗震專業(yè)委員會(huì)第九屆高層建筑抗震技術(shù)交流會(huì),2003.
[11]歐進(jìn)萍,吳斌,龍旭.耗能減振結(jié)構(gòu)的抗震設(shè)計(jì)方法[J].地震工程與工程振動(dòng),1998,2.
[12]周云,徐彤,周福霖. 抗震與減震結(jié)構(gòu)的能量分析方法研究與應(yīng)用[J].地震工程與工程振動(dòng), 1999,4.
[13]FEMA356—2000, Federal Emergency Management Agency (FEMA). Building Seismic Safety Council, Washington, D.C., U.S.A. 2001.
[14]張文芳,靳金平,崔路苗.工程結(jié)構(gòu)消能減震控制的研究與應(yīng)用[J].工程抗震與加固改造, 2005,(S1).
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