浅谈地震模拟振动台试验
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摘要
阐述了正确认识振动台模型试验的重要性,并指出了试验中的一些有待提高的做法,同时论述了振动台模型试验的发展动态。
It is very important to know the shaking table tests properly before testing.Some improper practice and the development trends of the shaking table tests are also described in this paper.
It is very important to know the shaking table tests properly before testing.Some improper practice and the development trends of the shaking table tests are also described in this paper.
引文
1邱法维,钱嫁茹,陈志鹏.结构抗震实验方法.北京:科学出版社,2000:41-47
2朱伯龙.结构抗震试验.北京:地震出版社,1989:21-120
3鲁亮,吕西林.振动台模型试验中一种消除重力失真效应的动力相似关系研究.结构工程师,2001:45-48
4Sabnis G M,Harris HG,White R N,et al.Structural Modeling and Experimental Techniques,Prentice-Hall,In c.,1983:8-20
5Xilin Lu,Peizhen Li.Shaking Table Model Testing on Dynamic Soil Structure Interaction System.13WCEE,Canada,2004:134-145
6黄维平,邬瑞锋,张前国.配重不足时的动力试验模型与原型相似关系问题的探讨.地震工程与工程振动.1994,14(4):64-71
7黄维平,王连广.人工质量在砖混结构振动台试验中的作用.地震工程与工程振动,2001,21(3):99-103
8张敏政.地震模拟试验中相似律应用的若干问题.地震工程与工程振动,1997,17(2):52-58
9周颖,吕西林,卢文胜.不同结构的振动台试验模型等效设计方法.结构工程师,2006,22(4):37-39
10程海波.钢筋混凝土框架结构动态相似理论研究:[硕士学位论文].上海:同济大学,1996
11GMagonette,PPegon,Molinaa F J,Buchet P.Development of Fast Continuous P Seudodynamic Substructuring Tests.Second World Conference on Structural Control.Kyoto,1998:55-71
12Nakashima M.Development of Real-time Pseudodynamic Testing,Earthquake Engineeringand Structural Dynamics,1992,21(1):9-92
13Nakashima M,Masaoka N.Real-time On-line Test for Mdof Systems Earthquake Engineeringa ndS TructuralD Ynamics,1999,28(3):93-420
14宋坤.实时拟动力实验方法与技术研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2005
15沈德建,吕西林.地震模拟振动台及模型试验研究进展.结构工程师,2006,22(6):55-58
16董平,夏正春.基于LabVIEW的电液伺服控制加载系统的研制与开发.实验技术与管理,2006,23(10):53-54
17Pauschke J,Anderson TL,Goldstein S N,et al.Construction Status of the George E.Brown,J r.Network for Earthquake Engineering Simulation.Proceedings of the Seventh U.S.National Conference on Earthquake Engineering.Theme:Urban Earthquake Risk,2002:9-19
18茹继平,肖岩.美国地震工程模拟网系统计划及在我国实现远程协同结构试验的设想.建筑结构学报.2002,45(6):91-94
2朱伯龙.结构抗震试验.北京:地震出版社,1989:21-120
3鲁亮,吕西林.振动台模型试验中一种消除重力失真效应的动力相似关系研究.结构工程师,2001:45-48
4Sabnis G M,Harris HG,White R N,et al.Structural Modeling and Experimental Techniques,Prentice-Hall,In c.,1983:8-20
5Xilin Lu,Peizhen Li.Shaking Table Model Testing on Dynamic Soil Structure Interaction System.13WCEE,Canada,2004:134-145
6黄维平,邬瑞锋,张前国.配重不足时的动力试验模型与原型相似关系问题的探讨.地震工程与工程振动.1994,14(4):64-71
7黄维平,王连广.人工质量在砖混结构振动台试验中的作用.地震工程与工程振动,2001,21(3):99-103
8张敏政.地震模拟试验中相似律应用的若干问题.地震工程与工程振动,1997,17(2):52-58
9周颖,吕西林,卢文胜.不同结构的振动台试验模型等效设计方法.结构工程师,2006,22(4):37-39
10程海波.钢筋混凝土框架结构动态相似理论研究:[硕士学位论文].上海:同济大学,1996
11GMagonette,PPegon,Molinaa F J,Buchet P.Development of Fast Continuous P Seudodynamic Substructuring Tests.Second World Conference on Structural Control.Kyoto,1998:55-71
12Nakashima M.Development of Real-time Pseudodynamic Testing,Earthquake Engineeringand Structural Dynamics,1992,21(1):9-92
13Nakashima M,Masaoka N.Real-time On-line Test for Mdof Systems Earthquake Engineeringa ndS TructuralD Ynamics,1999,28(3):93-420
14宋坤.实时拟动力实验方法与技术研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2005
15沈德建,吕西林.地震模拟振动台及模型试验研究进展.结构工程师,2006,22(6):55-58
16董平,夏正春.基于LabVIEW的电液伺服控制加载系统的研制与开发.实验技术与管理,2006,23(10):53-54
17Pauschke J,Anderson TL,Goldstein S N,et al.Construction Status of the George E.Brown,J r.Network for Earthquake Engineering Simulation.Proceedings of the Seventh U.S.National Conference on Earthquake Engineering.Theme:Urban Earthquake Risk,2002:9-19
18茹继平,肖岩.美国地震工程模拟网系统计划及在我国实现远程协同结构试验的设想.建筑结构学报.2002,45(6):91-94
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