基于反应谱的地震动备选库建构方法

Abstract
Figure/Table
References (24)
Related Citation (15)

Download: PDF (3529 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract It’s important to select suitable ground motion records in time history analysis. Based on the consistency of record response spectrum and design response spectrum, the controlling parameters of mean squared error and mean relative difference is compared, and the sectionalized-dual-band method of selecting ground motion records is proposed. According to the intensity of fortification and the period of site characteristic, the sectionalized-dual-band method is used to construct the ground motion alternative database in the whole period range of response spectrum. When the basic period of the structure is determined, the time history analysis can be carried out directly by using the ground motion records in the alternative database, thus the tedious work of re-selecting ground motion records can be eliminated as the variation of the structural period. It is shown that: the sectionalized-dual-band method has good effect on the selection of ground motion records in each period band; and the sectionalized-dual-band method has the feasibility and superiority to construct the ground motion alternative database.

Key words： selection of ground motion records response spectrum ground motion alternative database

Received: 24 July 2018 Published: 28 April 2019

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	HOU Hongmei1
	LIU Wenfeng1
	2

Cite this article:

HOU Hongmei1,LIU Wenfeng1,2. A constructing method for ground motion alternative database based on response spectrum[J]. JOURNAL OF VIBRATION AND SHOCK, 2019, 38(9): 44-52.

URL:

http://jvs.sjtu.edu.cn/EN/ OR http://jvs.sjtu.edu.cn/EN/Y2019/V38/I9/44

[1] 王亚勇，程民宪，刘小弟. 建筑结构时程分析法输入地震波的研究[J]. 建筑结构学报，1991, 12(2): 51-60.
   Wang Yayong, Cheng Minxian, Liu Xiaodi. Study on the input   earthquake for structural seismic time history analysis [J]. Journal of Building Structures. 1991, 12(2): 51-60. (in Chinese)
[2] ATC-63. Quantification of building seismic performance factors[S]. California: Applied Technology Council, 2008.
[3] ASCE/SEI 7-16. Minimum design loads for buildings and other structures [S]. Virginia: American Society of Civil Engineers, 2017.
[4] Stewart J P, Chious S J, Bray J D, et al. Ground motion  evaluation procedures for performance-based design[R]. Report No.01 -09:63-67, Berkeley, California: Pacific Earthquake Engineering Research Center, 2001.
[5] Bommer J and Acevedo A. The use of real earthquake  accelerograms as input to dynamic analysis [J]. Journal of Earthquake Engineering. 2004, 8(1): 43-91.
[6] Gail M A and David M B. Earthquake ground motion prediction equations for eastern north America [J]. Bulletin of the Seismological Society of America, 2006, 96(6): 2181-2205.
[7] 杨溥，李英民，赖明. 结构时程分析法输入地震波的选择控制指标[J]. 土木工程学报，2000, 33(6): 34-37.
   Yang Pu, Li Yingmin, Lai Ming. A new method for selecting inputting waves for time- history analysis [J] . China Civil  Engineering Journal, 2000, 33(6): 34- 37. (in Chinese)
[8] 杨红，任小军，徐海英. 双向水平地震下时程分析法中输入波的选择[J]. 华南理工大学学报(自然科学版)，2010,   38(11): 40-60.
   Yang Hong, Ren Xiaojun, Xu Haiying. Selection of input waves in time- history analysis under bi- direction horizontal seismic Action [J]. Journal of South China University of Technology ( Natural Science), 2010, 38(11): 40- 46. (in Chinese)
[9] 张云，谭平，郑建勋，等. 梁桥结构地震反应分析中输入地震动选取及调整方法研究[J]. 振动与冲击，2015, 34(6): 18-23.
Zhang Yun, Tan Ping, Zheng Jianxun, et al. Selecting and adjusting methods for earthquake input in a girder bridge's seismic response analysis [J]. Journal of Vibration and Shock, 2015, 34(6): 18-23. (in Chinese)
[10] Naeim F, Alimoradi A, Pezeshk S, et al. Selection and scaling of ground motion time histories for structural design using genetic algorithms [J]. Earthquake Spectra, 2004, 20(2): 413-426.
[11] Katsanos E I, Sextos A G, Manolis G D. Selection of earthquake ground motion records: A state- of- the- art review from a structural engineering perspective [J]. Soil Dynamics and Earthquake Engineering, 2010, 30(4): 157-169.
[12] Baker J W. Conditional mean spectrum: tool for ground-motion selection [J]. Journal of Structural Engineering, 2011, 137(3): 322-331.
[13] 翟长海，谢礼立. 抗震结构最不利设计地震动研究[J]. 土木工程学报，2005, 38(12): 51-58.
Zhai Changhai, Xie Lili. The severest design ground motions for seismic design and analysis of structures [J]. China Civil Engineering Journal, 2000, 38(12): 51-58. (in Chinese)
[14] 翟长海，谢礼立. 估计和比较地震动潜在破坏势的综合评述[J]. 地震工程与工程振动，2002, 22(5): 1-7.
Zhai Changhai, Xie Lili. A comprehensive method for estimating and comparing the damage potential of strong ground motion [J]. Earthquake Engineering and Engineering
Vibration, 2002, 22(5): 1-7. (in Chinese)
[15] 谢礼立，翟长海. 最不利设计地震动研究[J]. 地震学报，2003, 25(3): 250-261.
Xie Lili, Zhai Changhai. Study on the severest real ground motion for seismic design and analysis [J]. Acta Seismologica Sinica, 2003, 25(3) :250-261. (in Chinese)
[16] 施炜，潘鹏，叶列平，等. 基于天际线查询的最不利地震动选取方法研究[J]. 建筑结构学报，2013, 34(7): 20-28.
Shi Wei, Pan Peng, Ye Lieping, et al. Skyline-based most unfavorable earthquake ground motion selection procedure based on skyline query [J]. Journal of Building Structures, 2013, 34(7): 20-28. (in Chinese)
[17] 陈亮，任伟新，张广锋，等. 基于性能的桥梁抗震设计中考虑持时的实际地震波优化选择方法[J]. 振动与冲击，2015, 34(3): 35-42.
Chen Liang, Ren Weixin, Zhang Guangfeng, et al. An optimal method for selecting real earthquake ground motions
considering duration for performance-based aseismic design of bridges [J]. Journal of Vibration and Shock, 2015, 34(3): 35-42. (in Chinese)
[18] GB 50011-2010. 建筑抗震设计规范(2016版)[S]. 北京：中国建筑工业出版社，2016.
    GB 50011-2010. Code for seismic design of buildings (2016Edition)[S]. Beijing: China Architecture and Building Press, 2016. (in Chinese)
[19]王刚. 地震波选择方法、工具、及其在基于性能的抗震设计中的应用[R]. 香港，第四届粤港澳地震科技研讨会，2010.
   Wang Gang. Design ground motion library and its application in performance-based earthquake design of civil infrastructure [R]. Hong Kong, 4th Guangdong-Hong Kong-Macau Seminars on Earthquake Science and Technology, 2010.
[20] Haselton C B. Evaluation of ground motion selection and  modification methods: predicting median interstory drift  response of buildings [R]. Berkeley: Pacific Earthquake Engineering Research Center, University of California, 2009.
[21] Power M S, Youngs R R, Chin C C. Design ground motion  library[C]// Maurice S P, Robert R. SMIP04 Seminar Proceedings. Oakland, California: Geomatrix Consultants, Inc, 2004. 778-786.
[22] 王亚勇. 关于地震作用和结构抗震验算的修订动向[J].  工程抗震，1992(2): 12-13.
   Wang Yayong. The revised trend of seismic action and  structural aseismic checking computation [J]. Earthquake  Resistant Engineering, 1992(2): 12-13. (in Chinese)
[23] 郭峰，吴东明，许国富，等. 中外抗震设计规范场地分类对应关系[J]. 土木工程与管理学报，2011, 28(2)： 63-66.
    Guo Feng, Wu Dongming, Xu Guofu, Ji Yulin. Site classification corresponding relationship between Chinese  and the overseas seismic design codes [J]. Journal of Civil
    Engineering and Management, 2011, 28(2):63-66. (in Chinese)
[24] 孔令林. 设防烈度下多目标抗震性能评估方法研究[D]. 青岛：青岛理工大学，2015.
    Kong Linglin. Research on seismic performance evaluation method of multiple targets under precautionary intensity [D]. Qingdao: Qingdao University of Technology, 2015. (in
    Chinese)