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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