区划图中场地影响调整系数检验——以天津地区为例

TESTING THE ADJUSTMENT COEFFICIENTS OF SITE EFFECT DEFINED IN SEISMIC ZONATION MAP: CASE STUDY IN TIANJIN AREA

  • 摘要: 我国第五代区划图给出的场地影响调整系数是否普适于全国所有地区,目前尚未开展有效检验。该文以天津地区的III、IV类场地为例,通过收集的137个工程钻孔资料和土动力学参数数据,建立一维等效线性化地震反应计算模型,基于NGA-West2数据库的144条基岩场地强震动记录,计算了这些场地的PGA放大系数Ka和反应谱特征周期Tg,与区划图规定值和已有研究给出的推荐值进行了比较分析。得到如下结论:Ka的中值随输入PGA水平的增加而降低,与区划图的地震动峰值加速度调整系数Fa变化规律一致,体现了场地非线性反应的影响,并且在大震时该影响表现更为突出;Ka达到Fa值的累积概率在很多工况下都高于80%,表明五代区划图给出的PGA场地影响调整系数具有较高的保证率,也说明了规范具有一定的安全冗余度;五代区划图Fa值与该文计算结果和已有研究都较为接近,并且基本上不小于该文计算的 K_\overline x\text + S 值,表明区划图给出的场地峰值加速度调整系数针对天津地区III、IV类场地是合理适用的;III类场地Tg中位值高于区划图规定值,且与IV类场地计算值相近,表明区划图的场地影响调整系数须考虑我国场地条件的区域差异性。该研究可为区划图在其他地区的检验和下一代区划图的完善提供重要启示。

     

    Abstract: It has not been tested that the adjustment coefficients of site effect stipulated by the Chinese fifth-generation seismic zonation map are applicable universally for all regions of the country. Taking the Class III and Class IV sites in Tianjin area as an example, this study collected 137 borehole profiles and soil dynamic parameter data, and constructed their one-dimensional equivalent-linear computational models of seismic site response. Using 144 strong motion records at bedrock selected from NGA-West2 database, the PGA amplification factors (Ka) and characteristic periods of response spectrum (Tg) were calculated and compared with the mandatory values given in the seismic zonation map and the recommended values given by some previous studies. The following conclusions are obtained: The median values of Ka decrease with the increased PGAs of input ground motions, which are consistent with the change tendency of the site adjustment factor of PGA (Fa). This reflects the influence of nonlinear site response, which is more significant in the larger earthquake cases; The cumulative probabilities of Ka values reaching Fa are higher than 80% under many computational cases, indicating that the Fa values given by the fifth-generation zonation map has a high guarantee rate and the code has a certain degree of safety redundancy; The Fa values are generally close to those given by this study and the recommended values given by some previous studies. They are almost not lower than the K_\overline x\text + S values calculated by this study, indicating that the site adjustment factors of PGA given by the seismic zonation map are applicable locally for Class III and Class IV sites in Tianjin area; The median value of Tg from calculations of this study is much higher than the mandatory value in the seismic zonation map for Class III site, but close to the median value of Class IV site, suggesting that the adjustment coefficients of site effect stipulated in the seismic zoning map should account for the impact on the regional difference of site conditions in China. The achieved results from this study can provide some valuable implications for validating the currently-used seismic zoning map in other regions and preparing revisions for the next-generation map.

     

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