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某医院综合楼结构消能减震设计 被引量:2

Structural design using energy dissipation devices for a hospital building structure
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摘要 对某高层框架-剪力墙结构进行了结构设计和有限元分析计算,工程中对结构采取了消能减震设计并进行了阻尼器性能试验。介绍了结构设计特点,包括结构选型、阻尼器选择与布置,并采用ABAQUS软件对结构进行了多遇及罕遇地震作用下的有限元分析。对比了不同地震波作用下的结构弹塑性分析结果,结果表明消能减震措施提高了结构的抗震性能。 Structural design and Finite element simulation of a hospital building was studied. Energy dissipation technology was applied in seismic design and tests of dampers performance were conducted. Features of structure design, such as structure form selection,damper selection and layout were introduced. Performance of structure was studied under frequent and rare earthquakes,through finite element software called ABAQUS. The results of the elasto-plastic timehistory analysis under three different earthquakes were compared and it is found that treatment measure and the energy dissipation design to the limited-beyond high-rise building improved the structure's seismic performance.
出处 《建筑结构》 CSCD 北大核心 2013年第S1期573-576,共4页 Building Structure
基金 国家自然科学基金项目(51178250151261120377) 清华大学自主科研项目(2010201001)
关键词 高层结构 框架-剪力墙 抗震分析 弹塑性时程分析 high-rise structure frame-shear wall seismic analysis nonlinear time-history analysis
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  • 1欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减振效果的试验比较[J].地震工程与工程振动,1995,15(3):73-87. 被引量:59
  • 2周锡元.建筑结构抗震设防策略的发展[J].工程抗震,1997(1):1-3. 被引量:14
  • 3.中华人民共和国国家标准GB 50011-2001.建筑抗震设计规范[M].中国建筑工业出版社,2001..
  • 4刘季,孙作玉.结构可变阻尼半主动控制[J].地震工程与工程振动,1997,17(2):92-97. 被引量:20
  • 5Skinner R I, Kelly I M, Heine A J, Robinson W H. Hysteresis dampers for the protection for the protection of structures from Earthquake, Bull. N. Z, Nat. Soc. for Earthquake Engineering ,1980,13 ( 1 ) : 22 - 26
  • 6Perry C L, Fierro E A, Sedarat H, Scholl R E. Seismic upgrade in san francisco using energy dissipation devices, Earthquake Spectra, 1993, 19(3):559-579
  • 7Mito M , Tamura R, Isogai , Shimizu K , Fuchi K. Study on seismic design method for building with steel damper ( Part1 ).PROC. AIJ Annual Meeting , 1997, B: 815 -816
  • 8Tirca L D, Foti D, Diaferio M. Response of middle-rise steel frames with and without passive dampers to near-field ground motions [ J ], Engineering Structures, 2003, 25 (2) : 169 - 179
  • 9Soong T T, Dargush G F. Passive Energy Dissipation Systems in Structural Engineering , John Weley & Sons, 1997
  • 10中华人民共和国国家标准,建筑抗震设计规范(GB50011—2001)[M].北京:中国建筑工业出版社.2001

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