国内外摩擦耗能器研究进展
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摘要
近年来,结构减震技术发展迅速.采用安装摩擦耗能器的耗能支撑来保护结构,属于被动控制范畴.试验及理论分析表明,该结构体系可耗散大量地震能量,减震效果好.本文主要介绍了摩擦耗能器的发展历史、工作原理、国内外的试验研究情况,同时也介绍了设计时的细节问题及其在建筑抗震中的应用.
Passive energy dissipation technology is widely used to protect the structures from seismic damage together with traditional aseismic measures, and the friction dampers belong to the passive energy dissipation system . The results of many tests show that energy dissipation braces based on friction can dissipate a great deal of earthquake input energy and its aseismic behavior is very good. The theories and applications of friction dampers are summarized in such aspects as the development, theories, tests, design details and applications.
Passive energy dissipation technology is widely used to protect the structures from seismic damage together with traditional aseismic measures, and the friction dampers belong to the passive energy dissipation system . The results of many tests show that energy dissipation braces based on friction can dissipate a great deal of earthquake input energy and its aseismic behavior is very good. The theories and applications of friction dampers are summarized in such aspects as the development, theories, tests, design details and applications.
引文
[1] T T Soong,G F Dargush.Passive Energy Dissipation Systems in Structural Engineering[M].State University of New York atBuffalo.USA.1997．
[2] 周福霖.工程结构减震控制[M].北京:地震出版社,1997． 24-26．
[3] 潘文,叶燎原.低造价耗能支撑装置及其计算模型[Z].中-意隔震消能合作研究专题研讨会,1997．
[4] 欧进萍,吴斌.组合钢板屈服耗能器性能及对其高层钢结构减振效果的试验研究[J].建筑结构学报,2001,22(1) :26-32．
[5] 周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1) :71-79．
[6] 王曙光.耗能支撑钢筋砼框架结构的抗震性能研究及工程应用[D]:[博士论文].南京:东南大学,1999．
[7] 周云,邓雪松,刘季.钢屈服-摩擦复合耗能器的性能研究[J].地震工程与工程振动,1999,19(1) :127-131．
[8] Filiatrauh A,Cherry S.Perforulance Evaluation of Friction Demped Braced Frames Under Sireulated Eaahquake Loads[J].Earthquake Spectra,1987,3(1) :57-78．
[9] Filiatrauh A,Cherry S.Comparative Performance of Friction Damped Systems and Base Isolation Systems for EarthquakeRetrofit and Aseismic Design[J].Earthquake Engrg.Struct.Dyn,1988,16,389～416．
[10] Aiken I D,Kelly J M,Pall A S.Seismic Response of a Nine-Story Steel Frame with Friction Damped Cross-Bracing[J].Report No.UCB/EERC-87/17,University of California,Berkeley,CA.1988．
[11] Aiken I D,Keuy J M,Pall A S.Earthquake Simulator Testing and Analytical Studies of Two Energy-Absorbing Systems forMultistary Structures[].Report No.UCB/EERC-90/03,University ofCalifornia,Berkeley,cA.1990．
[12] 刘季,周云,李暄.新型摩擦耗能支撑试验研究[J].工程抗震,1996,(2) :10-13．
[13] 刘伟庆,魏琏,丁大钧,等.摩擦耗能支撑钢筋砼框架结构的振动台试验研究[J].建筑结构学报,1997,18(3) :29-37．
[14] Filiatrault A,Cherry S.Seismic Design Spectra for Friction-Danped Struetures[J].Struct.Engrg.,1990,116(5) :1334-1355．
[15] 周云,刘季.两种摩擦耗能器的比较试验研究[J].地震工程与工程振动,1997,17(1) :40-48．
[16] 周云,邓雪松.影响摩擦耗能器性能的因素分析[J].工业建筑,1999,29(6) :1-4．
[17] 周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程振动,1999,19(2) :122-131．
[2] 周福霖.工程结构减震控制[M].北京:地震出版社,1997． 24-26．
[3] 潘文,叶燎原.低造价耗能支撑装置及其计算模型[Z].中-意隔震消能合作研究专题研讨会,1997．
[4] 欧进萍,吴斌.组合钢板屈服耗能器性能及对其高层钢结构减振效果的试验研究[J].建筑结构学报,2001,22(1) :26-32．
[5] 周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1) :71-79．
[6] 王曙光.耗能支撑钢筋砼框架结构的抗震性能研究及工程应用[D]:[博士论文].南京:东南大学,1999．
[7] 周云,邓雪松,刘季.钢屈服-摩擦复合耗能器的性能研究[J].地震工程与工程振动,1999,19(1) :127-131．
[8] Filiatrauh A,Cherry S.Perforulance Evaluation of Friction Demped Braced Frames Under Sireulated Eaahquake Loads[J].Earthquake Spectra,1987,3(1) :57-78．
[9] Filiatrauh A,Cherry S.Comparative Performance of Friction Damped Systems and Base Isolation Systems for EarthquakeRetrofit and Aseismic Design[J].Earthquake Engrg.Struct.Dyn,1988,16,389～416．
[10] Aiken I D,Kelly J M,Pall A S.Seismic Response of a Nine-Story Steel Frame with Friction Damped Cross-Bracing[J].Report No.UCB/EERC-87/17,University of California,Berkeley,CA.1988．
[11] Aiken I D,Keuy J M,Pall A S.Earthquake Simulator Testing and Analytical Studies of Two Energy-Absorbing Systems forMultistary Structures[].Report No.UCB/EERC-90/03,University ofCalifornia,Berkeley,cA.1990．
[12] 刘季,周云,李暄.新型摩擦耗能支撑试验研究[J].工程抗震,1996,(2) :10-13．
[13] 刘伟庆,魏琏,丁大钧,等.摩擦耗能支撑钢筋砼框架结构的振动台试验研究[J].建筑结构学报,1997,18(3) :29-37．
[14] Filiatrault A,Cherry S.Seismic Design Spectra for Friction-Danped Struetures[J].Struct.Engrg.,1990,116(5) :1334-1355．
[15] 周云,刘季.两种摩擦耗能器的比较试验研究[J].地震工程与工程振动,1997,17(1) :40-48．
[16] 周云,邓雪松.影响摩擦耗能器性能的因素分析[J].工业建筑,1999,29(6) :1-4．
[17] 周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程振动,1999,19(2) :122-131．
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