[1]牛亚运,金波.16WCEE非结构构件抗震热点研究综述[J].地震工程与工程振动,2017,01(03):093-102.[doi:10.13197/j.eeev.2017.03.93.niuyy.010]
 NIU Yayun,JIN Bo.A summary of hot seismic research on the nonstructural components of the 16WCEE[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2017,01(03):093-102.[doi:10.13197/j.eeev.2017.03.93.niuyy.010]
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16WCEE非结构构件抗震热点研究综述
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《地震工程与工程振动》[ISSN:/CN:]

卷:
01
期数:
2017年03期
页码:
093-102
栏目:
论文
出版日期:
2017-08-30

文章信息/Info

Title:
A summary of hot seismic research on the nonstructural components of the 16WCEE
作者:
牛亚运 金波
中国地震局工程力学研究所, 中国地震局地震工程与工程振动重点实验室, 黑龙江 哈尔滨 150080
Author(s):
NIU Yayun JIN Bo
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
关键词:
16WCEE非结构构件非结构墙减隔震技术楼面反应谱
Keywords:
16WCEEnonstructural componentsnonstructural wallisolation technologyfloor acceleration spectra
分类号:
TU4
DOI:
10.13197/j.eeev.2017.03.93.niuyy.010
摘要:
随着结构抗震理论的不断发展和完善,结构抗震技术已经能够满足三水准设防的性能要求,但是近年发生的数次大地震中,均表现出新的震害特征——非结构构件的严重震害。结构内部的非结构构件的严重损伤造成了巨大的经济损失和长久的功能丧失,因此非结构构件基于性态的抗震研究逐渐引起专家学者的重视。本文简要介绍了16WECC会议上投稿的有关非结构构件的论文,主要包括:非结构填充墙的研究、非结构隔震减震技术的研究以及采用楼面反应谱法计算非结构抗震性能的研究。总结了非结构构件热点研究方向并给出了未来发展趋势的建议。
Abstract:
With the development and improvement of the structural seismic theory, the structural seismic technology has been able to meet the requirements of the three level design principle. However, several earthquake occurred in recent years show a new damage characteristics that nonstructural components suffered serous damage. Inadequate nonstructural seismic performance has led to extensive repair costs and lengthy functional disruptions. Therefor, performance-based seismic study of nonstructural components has caught high attention of earthquake engineering researchers.Based on related research results of the 16WCEE,this paper mainly introduces the research of nonstructural infilled wall, the study of isolation technology and the discussion about floor acceleration spectra during design phase.The paper also summarizes hot research directions on the nonstructural components and points out the the developing trends in the future.

参考文献/References:

[1] Gobbo G.M. Del, Blakeborough A,et al. Seismic performance assessment of conventional and retrofitted buildings considering nonstructural systems[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 2182.
[2] Soong T T, Garcia D L.Seismic vulnerability and protection of nonstructural components[C]//The Joint NCREE/JRC Workshop on International Collaboration on Earthquake Disaster Mitigation Research. Taipei, 2003.
[3] Nazer M H, Elahi F A.Seismic vulnerability of nonstructural components of hospitals[C]//13th World Conference on Earthquake Engineering, Vancourer, 2004,Paper No.1520.
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[5] Petrone C, Coppola O, Magliulo G, et al. Fem model of plasterboard partitions for seismic capacity evaluation[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 4289.
[6] Morandi P, Milanesi R R, Manzini C F, et al. Experimental tests of an engineered seismic solution of masonry infills with sliding joints[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 4442.
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[8] Rahmanishamsi E, Soroushian S, Maragakis E M, et al. Analytical model for seismic assessment of nonstructural partition walls with returns[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 1137.
[9] Morales E, Filiatrault A, Aref A. Sustainable and low cost room seismic isolation for essential care units of hospitals in developing countries[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 338.
[10] Kasalanati A, Ng T, Friskel K. Seismic isolation of sensitive equipment[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 2676.
[11] Lucchini A, Franchin P, Mollaioli F. Generation of uniform hazard floor response spectra for linear MDOF structures[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 2289.
[12] Welch D.P, Sullivan T.J. Illustrating anew possibility for the estimation of floor spectra in nonlinear Multi-degree of freedom systems[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 2632.
[13] Kehoe B, Hachem M. Designing nonstructural component anchorage using approximate floor response spectra[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 2715.
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[15] Lermitte S. Juster, Fournely E. Floor response spectra-new proposal of a simplified methodology to define seismic force on equipment[C]//16th World Conference on Earthquake Engineering. Santiago, 2017,Paper No. 3518.

相似文献/References:

[1]刘小娟,蒋欢军.非结构构件基于性能的抗震研究进展[J].地震工程与工程振动,2013,04(06):053.
 LIU Xiaojuan,JIANG Huanjun.State-of-the-art of performance-based seismic research on nonstructural components[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2013,04(03):053.
[2]郝进锋,李艳秋,刘艳晖,等.基于建筑性能的非结构构件抗震设计研究[J].地震工程与工程振动,2006,(03):063.
 Hao Jinfeng,Li Yanqiu,Liu Yanhui,et al.Study on earthquake-resistant design of nonstructural components on the basis of construction performance[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,(03):063.
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备注/Memo

备注/Memo:
收稿日期:2017-3-18;改回日期:2017-4-19。
基金项目:中国地震局工程力学研究所基本科研专项(2013B09);大中城市地震灾害情景构建重点专项项目(2016QJGJ08)
作者简介:牛亚运(1990-),男,硕士研究生,主要从事结构抗震相关研究.E-mail:1150405715@qq.com
通讯作者:金波(1973-),男,副研究员,博士,主要从事防灾减灾和计算机应用技术相关研究.E-mail:jinbo@iem.ac.cn
更新日期/Last Update: 1900-01-01