[1]王海东,刘巴黎,蔡长丰.近场水平地震动选取原则及脉冲型水平地震动弹性谱特性研究[J].地震工程与工程振动,2019,39(01):222-230.[doi:10.13197/j.eeev.2019.01.222.wanghd.026]
　WANG Haidong,LIU Bali,CAI Changfeng.The selection principle of near-field horizontal ground motions and characteristics of elastic response spectra for pulse-type horizontal ground motion[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2019,39(01):222-230.[doi:10.13197/j.eeev.2019.01.222.wanghd.026]
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近场水平地震动选取原则及脉冲型水平地震动弹性谱特性研究
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《地震工程与工程振动》[ISSN:/CN:]

卷:
39
期数:
2019年01
页码:
222-230
栏目:
论文
出版日期:
2019-02-28

文章信息/Info

Title:
The selection principle of near-field horizontal ground motions and characteristics of elastic response spectra for pulse-type horizontal ground motion
作者:
王海东1; 2;  刘巴黎2;  蔡长丰3
1. 建筑安全与节能教育部重点试验室(湖南大学), 湖南 长沙 410082;
2. 湖南大学 土木工程学院, 湖南 长沙 410082;
3. 长沙理工大学 桥梁工程安全控制省部共建教育部重点实验室, 湖南 长沙 410082
Author(s):
WANG Haidong1; 2;  LIU Bali2;  CAI Changfeng3
1. Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education(Hunan University), Changsha 410082, China;
2. College of Civil Engineering, Hunan University, Changsha 410082, China;
3. Key Laboratory of Bridge Engineering Safety
关键词:
脉冲型地震; 震中距; PGV/PGA; 震级; 场地类别
Keywords:
pulse-type ground motions; epicenter distance; PGV/PGA; magnitude; site types
分类号:
TU311.3
DOI:
10.13197/j.eeev.2019.01.222.wanghd.026
摘要:
以近40年来世界范围内发生的20次地震总计800条水平地震记录为基础，从加速度反应谱入手，研究震中距、PGV/PGA比值及震级对水平加速度反应谱特性的影响，提出了一种同时考虑震中距、PGV/PGA比值及震级3个指标的近场地震动选取方法。然后对选取的脉冲型水平地震记录作加速度反应谱研究场地类别、震级、PGV/PGA比值等因素对脉冲型水平地震动反应谱特性的影响。研究表明：（1）PGV/PGA>0.2、震中距D<20 km、6.5 < Mw < 7.0作为近场脉冲型地震动的选择原则具有可行性。（2）PGV/PGA>0.2、震中距20 < D < 50 km、Mw>7.0作为中远场脉冲型地震动的选择原则需要进一步研究。（3）震级Mw>7.0时脉冲型地震动反应谱谱值在中长周期范围内明显增大。（4）PGV/PGA>0.2时脉冲型地震动平均谱谱值在中长周期范围内明显增大。
Abstract:
Based on a total of 800 horizontal seismic records of 20 earthquakes happened in the world in the past 40 years, the influence of epicentral distance,PGV/PGA and magnitude on the horizontal acceleration response spectra is studied, and a near-field seismic selection method considering two indices of epicenter distance, PGV/PGAand magnitudes proposed.On the basis of this, 152 typical pulse-type horizontal seismic records are selected in combination with pulse index. The effects of site type, magnitude and PGV/PGA on characteristics of the acceleration response spectra for horizontal pulse-type ground motions were studied. The research shows the following results:(1)If the PGV/PGA > 0.2,epicenter distance D < 20kmand 6.5 < Mw < 7.0,the spectral value increased obviously in the short period range.(2)If the epicenter distance 20 < D < 50 km,PGV/PGA>0.2 and Mw>7.0, the spectral value increases obviously in the medium-long period.(3)If the magnitude is greater than 7, the average spectrum value increases significantly within the medium and long period range.(4)If PGV/PGA>0.2,the average spectrum value increases significantly within the medium and long period range.

参考文献/References:

[1] Adanur S, Altunisik A C, Bayraktar A,et al. Comparison of near-fault andfar-fault ground motion effects on geometrically nonlinear earthquakebehavior of suspension bridges[J]. Nat Hazards, 2012; 64:593-614.
[2] Cao V V, Ronagh H R. Correlation between seismic parameters of far-faultmotions and damage indices of low-rise reinforced concrete frames [J]. Soil Dynamics and Earthquake Engineering, 2014; 66:102-12.
[3] Davoodi M, Hadiani N. Seismic response of embankment dams under near-faultand far-field ground motion excitation [J]. Eng Geol, 2013; 158:66-76.
[4] Zhang S, Wang G. Effects of near-fault and far-fault ground motions onnonlinear dynamic response and seismic damage of concrete gravity dams [J]. Soil Dynamics and Earthquake Engineering, 2013; 53:217–29.
[5] FOTID. Local ground effects in near-field and far-field areas on seismicallyprotected buildings [J]. Soil Dynamics and Earthquake Engineering, 2015, 74:14-24.
[6] 李爽, 谢礼立. 近场脉冲型地震动对钢筋混凝土框架结构影响[J]. 沈阳建筑大学学报: 自然科学版, 2006(3): 406-410. LI Shuang, XIE Lili. Effects of near-field pulse-like ground motions on reinforced concrete frame structures[J]. Journal of Shenyang Jianzhu University: Natural Science, 2006(3): 406-410. (in Chinese)
[7] 赵凤新, 韦韬, 张郁山. 近断层速度脉冲对钢筋混凝土框架结构地震反应的影响[J]. 工程力学, 2008(10): 180-186, 193. ZHAO Fengxin, WEI Tao, ZHANG Yushan. Influence of near-fault velocity pulse on the seismic response of reinforced concrete frame[J].Engineering Mechanics, 2008(10):180-186, 193.(in Chinese)
[8] Baker J W. Quantitative classification of near-fault ground motions using wavelet analysis [J]. Bulletin of the Seismological Society of America, 2007, 97(5):1486-1501.
[9] Zhai C H, Chang Z, Li S, et al. Quantitative identification of near-fault pulse-like ground motions based on energy[J]. Bulletin of the Seismological Society of America, 2013, 103(5): 2591-2603.
[10] 李恒, 秦小军. 竖向与水平向地震动加速度反应谱比特性分析[J]. 地震工程与工程振动, 2010, 30(1): 8-14. LI Heng, QIN Xiaojun. Study on characteristics of vertical to horizontal acceleration response spectral ratio[J]. Earthquake Engineering and Engineering Dynamics, 2010, 30(1):8-14. (in Chinese)
[11] ATC-63. Quantification of Building Seismic Performance Factors [S]. Redwood City: Applied Technology Council, 2008.
[12] 郭晓云, 薄景山, 巴文辉. 汶川地震不同场地反应谱平台值统计分析[J]. 地震工程与工程振动, 2012, 32(4): 56-61. GUO Xiaoyun, BO Jingshan, BA Wenhui. Statistical analysis of peak flat values of response spectra in different site conditions based on Wenchuan strong motions[J]. Earthquake Engineering and Engineering Dynamics, 2012, 32(4): 56-61. (in Chinese)
[13] Takewaki I, Moustafa A, Fujita K. Improving the earthquake resilience of buildings-the worst case approach [M]. Springer-Verlag, Landon, 2013:65-70.
[14] 罗光财, 丁海平, 王绍博. PGV/PGA和PGD/PGV随震级和震中距变化的研究[J]. 西北地震学报, 2010, 32(2): 112-116. LUO Guangcai, DING Haiping, WANG Shaobo. Variation of the PGV/PGA and PGD/PGA along with the change of magnitudes and epicentral distances[J]. Northwestern Seismological Journal, 2010, 32(2): 112-116. (in Chinese)

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备注/Memo

备注/Memo:
收稿日期:2018-03-16;改回日期:2018-06-19。
基金项目:新世纪优秀人才支持计划（NCET-13-0190）
作者简介:王海东(1976-),男,副教授,博士,主要从事工程结构抗震性能、土-结构相互作用研究.E-mail:whdwang@hnu.edu.cn
更新日期/Last Update: 1900-01-01