| 引用本文: | 柳国环,练继建,刘 卓,国 巍,田 利.地震功率谱参数的误差源及其敏感性分析[J].哈尔滨工业大学学报,2015,47(6):124.DOI:10.11918/j.issn.0367-6234.2015.06.023 |
| ＬＩＵ Ｇｕｏｈｕａｎ,ＬＩＡＮ Ｊｉｊｉａｎ,ＬＩＵ Ｚｈｕｏ,ＧＵＯ Ｗｅｉ,ＴＩＡＮ Ｌｉ.Error source of seismic parameters of PSD model and its sensitivity[J].Journal of Harbin Institute of Technology,2015,47(6):124.DOI:10.11918/j.issn.0367-6234.2015.06.023 |
|
| 本文已被：浏览 2477次 下载 1293次 |
码上扫一扫！ |
|
|
| 地震功率谱参数的误差源及其敏感性分析 |
|
柳国环1,2,练继建1,2,刘 卓1,2,国 巍3,田 利4
|
|
（1．天津大学建筑工程学院，300072 天津;2．水利工程仿真与安全国家重点实验室（天津大学）， 300072 天津;3．中南大学土木工程学院，410075 长沙;4．山东大学土建与水利学院，250061 济南）
|
|
| 摘要: |
| 为分析功率谱模型参数的误差来源及其对多点地震动和大跨桥梁结构反应的敏感性,简要回顾了规范反应谱求解地震动目标频谱参数的两种方法,开发了求解频谱参数的可视化程序TJU.SPSP,并计算出具体参数,指出求解方法不同而导致参数间误差的根本来源；更新了多点地震动模拟程序MEMS_b至新版本,总结了地震动能量与场地类型、功率谱模型之间的关系.研究结果验证了直接法和积分法对幅值及主频带宽影响的不容忽视性,强调了功率谱模型中描述低频分量参数的重要性且不应忽略,澄清了功率谱模型中阻尼比及二层过滤阻尼比的物理和数学意义,并以实际桥梁工程为例从结构地震反应角度验证了理论分析的正确性. |
| 关键词: 大跨结构 多点地震动 反应谱 功率谱 低频分量 桥梁 |
| DOI：10.11918/j.issn.0367-6234.2015.06.023 |
| 分类号:P315 |
| 基金项目:国家创新研究群体科学基金(51021004)；国家自然科学基金青年基金(51408409) |
|
| Error source of seismic parameters of PSD model and its sensitivity |
|
ＬＩＵ Ｇｕｏｈｕａｎ1,2, ＬＩＡＮ Ｊｉｊｉａｎ1,2, ＬＩＵ Ｚｈｕｏ1,2, ＧＵＯ Ｗｅｉ3, ＴＩＡＮ Ｌｉ4
|
|
（1． Ｓｃｈｏｏｌ ｏｆ Ｃｉｖｉｌ Ｅｎｇｉｎｅｅｒｉｎｇ， Ｔｉａｎｊｉｎ Ｕｎｉｖｅｒｓｉｔｙ， 300072 Ｔｉａｎｊｉｎ， Ｃｈｉｎａ; 2．Ｓｔａｔｅ Ｋｅｙ Ｌａｂｏｒａｔｏｒｙ ｏｆ Ｈｙｄｒａｕｌｉｃ Ｅｎｇｉｎｅｅｒｉｎｇ Ｓｉｍｕｌａｔｉｏｎ ａｎｄ Ｓａｆｅｔｙ （Ｔｉａｎｊｉｎ Ｕｎｉｖｅｒｓｉｔｙ）， 300072 Ｔｉａｎｊｉｎ， Ｃｈｉｎａ; 3． Ｓｃｈｏｏｌ ｏｆ Ｃｉｖｉｌ Ｅｎｇｉｎｅｅｒｉｎｇ， Ｃｅｎｔｒａｌ Ｓｏｕｔｈ Ｕｎｉｖｅｒｓｉｔｙ，410075 Ｃｈａｎｇｓｈａ， Ｃｈｉｎａ; 4．Ｓｃｈｏｏｌ ｏｆ Ｃｉｖｉｌ ａｎｄ Ｈｙｄｒａｕｌｉｃ Ｅｎｇｉｎｅｅｒｉｎｇ， Ｓｈａｎｄｏｎｇ Ｕｎｉｖｅｒｓｉｔｙ， 250061 Ｊｉｎａｎ， Ｃｈｉｎａ）
|
| Abstract: |
| In order to analyze the error source of seismic parameters of PSD model and its sensitivity influence on ground varying motions and seismic response of long-span Bridge, two methods (direct and integral method)that usually used to solve the parameters in target PSD model according to CRS are briefly reviewed. Then, a visualization program named TJU.SPSP was developed and the main parameter values of PSD were listed in fixed format. Base on the results, the fundamental error source that caused by different methods were analyzed obviously. Moreover, the program for multi-point earthquake motions simulation (MEMS_b) was updated and the relationship between earthquake-induced ground motion energy and site soil type were summarized. The results indicate that the two methods have significant influence on the amplitude and band width of dominant frequency. The parameters describing the low-frequency component in PSD models are important and can't be ignored. Furthermore, the physical and mathematical significance of damping ratio in PSD models were clarified. Finally the validity of the theoretical analysis was verified by analyzing the seismic responses of a real long-span bridge. |
| Key words: long-spanstructure multi-point ground motions response spectrum power spectrum density low-frequency component bridge |
