全部 标题 作者
关键词 摘要

OALib Journal期刊
ISSN: 2333-9721
费用:99美元

查看量下载量

相关文章

更多...

医疗建筑非结构系统基于性能的抗震设计探讨

DOI: 10.13197/j.eeev.2015.04.230.wangql.027, PP. 230-235

Keywords: 医疗建筑,非结构系统,基于性能的抗震设计,功能可恢复性

Full-Text   Cite this paper   Add to My Lib

Abstract:

医疗建筑在地震中担负着抗震救灾的重要职能,不仅主体结构在地震时需安全可靠,其非结构系统的功能可恢复性也至关重要。本文首先介绍了医疗建筑非结构系统的分类和震害表现,综述了国内外相关抗震规范要求及抗震研究进展,其次提出了基于性能的非结构构件抗震设计的两种方法,总结了医疗建筑中的填充墙、吊顶、医疗设备、管道等非结构构件基于性能的抗震设计要求,最后对非结构系统的下一步研究工作提出了建议。

References

[1]  王玉梅, 熊立红, 许卫晓. 芦山7.0级地震医疗建筑震害与启示[J]. 地震工程与工程振动, 2013, 33(4): 44-53. WANG Yumei, XIONG Lihong, XU Weixiao. Seismic damage and damage enlightenment of medical buildings in Lushan Ms 7.0 earthquake[J]. Earthquake Engineering and Engineering Dynamics, 2013, 33(4): 44-53.(in Chinese)
[2]  Achour N. Estimation of malfunction of a healthcare facility in case of earthquake[J]. Hospital, 2007.
[3]  FEMA E-74. Reducing the risks of nonstructural earthquake damage-A practical guide[R]. Washington, DC: Federal Emergency Management Agency, 2011.
[4]  刘薇. 中美两国学校和医院房屋的抗震设计对比[J]. 工程抗震与加固改造, 2009, 31(5): 74-80. LIU Wei. Comparison of the chinese and US seismic design on school and hospital buildings[J]. Earthquake Resistant Engineering and Retrofitting, 2009, 31(5): 74-80.(in Chinese)
[5]  GB50223-2008建筑工程抗震设防分类标准[S]. 北京: 中国建筑工业出版社, 2008. GB50223-2008 Standard for Classification of Seismic Protection of Building Construction[S]. Beijing: China Architecture & Building Press, 2008.(in Chinese)
[6]  GB50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. GB50011-2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese)
[7]  Filiatrault A, Sullivan T. Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering[J]. Earthquake Engineering and Engineering Vibration, 2014, 13(1): 17-46.
[8]  韩庆华, 寇苗苗, 芦燕, 等. 国内外非结构构件抗震性能研究进展[J]. 燕山大学学报, 2014, 38(2): 181-188. HAN Qinghua, KOU Miaomiao, LU Yan, et al. Review on seismic study for nonstructural components[J]. Journal of Yanshan University, 2014, 38(2): 181-188.(in Chinese)
[9]  Cosenza E, DiSarno L, Maddaloni G, et al. Shake table tests for the seismic fragility evaluation of hospital rooms[J]. Earthquake Engineering & Structural Dynamics, 2015, 44(1): 23-40.
[10]  Sato E, Furukawa S,Kakehi A, et al. Full-scale shaking table test for examination of safety and functionality of base?isolated medical facilities[J]. Earthquake Engineering & Structural Dynamics, 2011, 40(13): 1435-1453.
[11]  Kuo K C, Suzuki Y, Katsuragi S, et al. Shake table tests on clutter levels of typical medicine shelves and contents subjected to earthquakes[J]. Earthquake Engineering & Structural Dynamics, 2011, 40(12):1367-1386.
[12]  Mosqueda G, Retamales R, Filiatrault A, et al. Testing facility for experimental evaluation of non-structural components under full-scale floor motions[J]. The Structural Design of Tall and Special Buildings, 2009, 18(4): 387-404.
[13]  Faghihi M. Design and construction of a full-scale 5-story base isolated building outfitted with nonstructural components for earthquake testing at the UCSD-NEES facility[C]// Structures Congress 2012. ASCE, 2014.
[14]  Konstantinidis D, Makris N. Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking[J]. Earthquake Engineering & Structural Dynamics, 2009, 38(6): 827-848.
[15]  Cimellaro G P, Reinhorn A M, Bruneau M. Performance-based metamodel for healthcare facilities[J]. Earthquake Engineering & Structural Dynamics, 2011, 40(11): 1197-1217.

Full-Text

Contact Us

service@oalib.com

QQ:3279437679

WhatsApp +8615387084133