期刊文献+

建筑结构隔震设计相关技术问题的讨论 被引量:2

Isolated structure designed to discuss technical issues related
下载PDF
导出
摘要 厦门翔安新圩卫生院的医技综合楼工程结构采用一层柱顶隔震设计。本文从工程隔震设计专项技术论证意见、橡胶支座规格及其力学性能选择、隔震结构的动态特性测试要求、隔震房屋的施工、质量监督、和维护等方面进行了分析与讨论,提出了工程在施工中应注意的各类问题。本文可供同类隔震工程借鉴。 Xiamen Xinxu Xiangan hospitals medical technology complex engineering structures using a layer of vibration isolation design capitals. In this paper, isolated from the engineering design of the views of special technical demonstration, rubber bearings and mechanical properties of standard options, the dynamic charaeteristics of isolated structures testing requirements, isolation housing construction, quality supervision, and maintenance are analyzed and discussed, the During the construction of the projeet should pay attention to various problems. In this paper, isolation of similar projects for reference.
作者 纪俊欣
出处 《福建建筑》 2009年第10期91-93,共3页 Fujian Architecture & Construction
关键词 一层柱顶隔震 技术论证 动态测试 施工维护 Layer of isolated capitals Technology demonstration Dynamic testing Construction maintenance
  • 相关文献

参考文献4

  • 1日本免震构造协会.隔震结构入门[M].叶列平译.科学出版社,1998.
  • 2祁皑.层间隔震技术评述[J].地震工程与工程振动,2004,24(6):114-120. 被引量:91
  • 3中华人民共和国建设部主编.建筑抗震设计规范(20011-2001)[S].北京:中国建筑工业出版社,2001.
  • 4中国工程建设标准化协会.CECS126:200.叠层橡胶支座隔震技术规程[S].2001.

二级参考文献19

  • 1Robinson W H. Lead-rubber hysterestic bearings suitable for protecting structures during earthquakes[J]. Earthquake Eng. Struct. Dyn., 1982,(10):593-604.
  • 2Fujita T, Suzuki, S Fujita S. Hysteretic restoring force characteristics of high damping rubber bearings for seismic isolation[A]. ASME PVP,1989,181:23-28.
  • 3Aiken I D, Kelly J M, Clark W P, et al. Experimental studies of the mechanical characteristics of three types of seismic isolation bearings[A]. Proc,. 3rd World Conf. On Earthquake Engineering[C]. Madrid, Spain. 1992.
  • 4Hwang J S,Ku S W. Analytical modeling of high damping rubber bearing[J]. J. Struct. Eng., 1997, 123(8):1029-1036.
  • 5Mori A, Moss P J, Cooke M,et al. The behavior of bearings used for seismic isolation under shear and axial load[J]. Earthquake. Spectra., 1999,15(2):199-224.
  • 6Hwang J S,Wu J D, Pan T-C,et al. A mathematical hysteretic model for elastomeric isolation bearings[J]. Earthquake Eng. Structure. Dyn., 2002(31):771-789.
  • 7Japan Society of Seismic Isolation (JSSI). Introduction to base isolation system[R]. Ohmu-sha, Tokyo(in Japanese),1995.
  • 8Japan Road Association(JRA) Design Specification for Highway Bridges[S].
  • 9American Association of State Highway and Transportation Officials(AASHTO). Guide specifications for seismic isolation design[S].
  • 10Park Y J, Wen Y K, Aug A H-s. Random vibration of hysteretic systems under bi-directional ground motions[J]. Earthquake Eng. Struct. Dyn., 1986(14):543-557.

共引文献92

同被引文献7

引证文献2

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部