- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | CHEN Longwei, WU Xiaoyang, TANG Chuan. Simplified Prediction Method for PGA Amplification Factors Corrected by Site Conditions[J]. Journal of Southwest Jiaotong University, 2022, 57(1): 173-181. doi: 10.3969/j.issn.0258-2724.20200508
|
Peak ground-motion acceleration (PGA) directly reflects ground shaking intensity with the advantages in conceptual clarity and engineering application. Prediction of PGA, along with site condition correction, needs to be handled in site-specific seismic design. In this work, 32 stations and the earthquake data recorded are collected from the KiK-net strong motion array, Japan, so as to propose a simplified method to predict PGA amplification factors (
| [1] |
李晰,何澜,李倩,等. 脉冲型地震动对CFST拱桥抗震性能的影响分析[J]. 西南交通大学学报,2019,54(4): 731-740. doi: 10.3969/j.issn.0258-2724.20180855
LI Xi, HE Lan, LI Qian, et al. Effect of pule-like ground motion on seismic performance of concrete-filled steel tubular arch bridge[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 731-740. doi: 10.3969/j.issn.0258-2724.20180855
|
| [2] |
李小军. 地震动参数区划图场地条件影响调整[J]. 岩土工程学报,2013,35(S2): 21-29.
LI Xiaojun. Adjustment of seismic ground motion parameters considering site effects in seismic zonation map[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 21-29.
|
| [3] |
中华人民共和国国家质量监督检验检疫总局, 中国国家标准化管理委员会. 中国地震动参数区划图: GB 18306—2015[S]. 北京: 中国标准出版社, 2016.
|
| [4] |
ANDREOTTI G, FAMÀ A, LAI C G. Hazard-dependent soil factors for site-specific elastic acceleration response spectra of Italian and European seismic building codes[J]. Bulletin of Earthquake Engineering, 2018, 16(12): 5769-5800. doi: 10.1007/s10518-018-0422-9
|
| [5] |
张红才,金星,李军,等. 地震预警系统研究及应用进展[J]. 地球物理学进展,2013,28(2): 706-719. doi: 10.6038/pg20130219
ZHANG Hongcai, JIN Xing, LI Jun, et al. Progress of research and application of earthquake early warning system (EEWs)[J]. Progress in Geophysics, 2013, 28(2): 706-719. doi: 10.6038/pg20130219
|
| [6] |
俞言祥,汪素云. 青藏高原东北地区水平向基岩加速度峰值与反应谱衰减关系[J]. 地震学报,2004,26(6): 591-600. doi: 10.3321/j.issn:0253-3782.2004.06.004
YU Yanxiang, WANG Suyun. Attenuation relations for horizontal peak ground acceleration and response spectrum in northeastern Tibetan Plateau region[J]. Acta Seismologica Sinica, 2004, 26(6): 591-600. doi: 10.3321/j.issn:0253-3782.2004.06.004
|
| [7] |
BOORE D M, ATKINSON G M. Ground-motion prediction equations for the average horizontal com- ponent of PGA,PGV,and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s[J]. Earthquake Spectra, 2008, 24(1): 99-138. doi: 10.1193/1.2830434
|
| [8] |
DU K, DING B R, LUO H, et al. Relationship between peak ground acceleration,peak ground velocity,and macroseismic intensity in Western China[J]. Bulletin of the Seismological Society of America, 2019, 109(1): 284-297. doi: 10.1785/0120180216
|
| [9] |
陈龙伟,陈玉祥,袁晓铭. 基于强震数据的场地反应项分析及地震动参数预测[J]. 土木工程学报,2019,52(2): 97-105,117.
CHEN Longwei, CHEN Yuxiang, YUAN Xiaoming. Site-term analysis and site-specific ground-motion parameters prediction based on strong motion data[J]. China Civil Engineering Journal, 2019, 52(2): 97-105,117.
|
| [10] |
FACCIOLI E, PAOLUCCI R, VANINI M. Evaluation of probabilistic site-specific seismic-hazard methods and associated uncertainties,with applications in the Po Plain,northern Italy[J]. Bulletin of the Seismological Society of America, 2015, 105(5): 2787-2807. doi: 10.1785/0120150051
|
| [11] |
SHINGAKI Y, GOTO H, SAWADA S. Evaluation performance for site amplification factors:S-wave impedance vs. VS30[J]. Soils and Foundations, 2018, 58(4): 911-927. doi: 10.1016/j.sandf.2018.05.001
|
| [12] |
TAVAKOLI H, SOLEIMANI KUTANAEI S. Evaluation of effect of soil characteristics on the seismic amplification factor using the neural network and reliability concept[J]. Arabian Journal of Geosciences, 2015, 8(6): 3881-3891. doi: 10.1007/s12517-014-1458-z
|
| [13] |
HASANCEBI N, ULUSAY R. Evaluation of site amplification and site period using different methods for an earthquake-prone settlement in Western Turkey[J]. Engineering Geology, 2006, 87(1/2): 85-104.
|
| [14] |
REGNIER J, BONILLA L F, BERTRAND E, et al. Influence of the VS profiles beyond 30 m depth on linear site effects:assessment from the KiK-net data[J]. Bulletin of the Seismological Society of America, 2014, 104(5): 2337-2348. doi: 10.1785/0120140018
|
| [15] |
SANDıKKAYA M A, AKKAR S, BARD P Y. A probabilistic procedure to describe site amplification factors for seismic design codes[J]. Soil Dynamics and Earthquake Engineering, 2019, 126: 105068. doi: 10.1016/j.soildyn.2018.01.050
|
| [16] |
中国建筑科学研究院. 建筑抗震设计规范: GB 50011—2010[S]. 北京: 中国建筑工业出版社, 2010.
|
| [17] |
李瑞山,袁晓铭. 成层场地基本周期简化计算方法研究[J]. 岩土力学,2019,40(8): 3227-3235.
LI Ruishan, YUAN Xiaoming. Simplified calculation method for the fundamental period of layered soil sites[J]. Rock and Soil Mechanics, 2019, 40(8): 3227-3235.
|
| [18] |
WANG Suyang, SHI Yang, JIANG Weiping, et al. Estimating site fundamental period from shear-wave velocity profile[J]. Bulletin of the Seismological Society of America, 2018, 108(6): 3431-3445. doi: 10.1785/0120180103
|
| [19] |
金井清. 工程地震学[M]. 常宝琦, 张虎男, 译. 北京: 地震出版社, 1987.
|
| [20] |
唐川,陈龙伟. 场地校正的地表PGA放大系数概率模型研究[J]. 工程力学,2020,37(12): 99-113. doi: 10.6052/j.issn.1000-4750.2020.01.0023
TANG Chuan, CHEN Longwei. Probability modelling of PGA amplification factors corrected by site condi- tions[J]. Engineering Mechanics, 2020, 37(12): 99-113. doi: 10.6052/j.issn.1000-4750.2020.01.0023
|
| [21] |
BAZZURRO P. Nonlinear soil-site effects in probabilistic seismic-hazard analysis[J]. Bulletin of the Seismological Society of America, 2004, 94(6): 2110-2123. doi: 10.1785/0120030216
|
Figures(11) / Tables(5)
DownLoad:
