|
|||||
|
|
| 结构抗震设计时程分析法的分析研究 | |
| 引用本文： | 李建亮,赵晶,李福海,何玉林,亢川川.结构抗震设计时程分析法的分析研究[J].四川地震,2011(4):25-28. |
| 作者姓名： | 李建亮 赵晶 李福海 何玉林 亢川川 |
| 作者单位： | 1. 四川省地震局工程地震研究院 2. 中铁西南科学研究院有限公司 3. 西南交通大学土木工程学院,四川成都,610000 |
| 基金项目： | 地震行业科研专项项目(201008006)资助 |
| 摘 要： | 文章回顾了我国抗震设计规范的演变过程，将时程分析法与底部剪力法和振型分解反应谱法进行了对比，指出了时程分析法在抗震设计计算中的地位与作用，时程分析法是能够考虑地震动三要素、地震环境、结构的非线性和能量损耗及损伤的真正动力分析方法，是比底部剪力法和振型分解反应谱法更精确、更可靠、更合理的方法，不应仅仅作为补充计算的方法，... |
| 关 键 词： | 抗震设计规范 结构抗震设计 时程分析法 |
Analysis of Time-History analysis method on the seismic design |
|
| LI Jian-liang,ZHAO Jing,LI Fu-hai,HE Yu-lin,KANG Chuan-chuan.Analysis of Time-History analysis method on the seismic design[J].Earthquake Research in Sichuan,2011(4):25-28. | |
| Authors: | LI Jian-liang ZHAO Jing LI Fu-hai HE Yu-lin KANG Chuan-chuan |
| Institution: | LI Jian-liang,ZHAO Jing,LI Fu-hai,HE Yu-lin,KANG Chuan-chuan(1 Earthquake Administration of Sichuan Province,Sichuan Chengdu 610041,2 China Railway Southwest Research Institute,Sichuan Chengdu 611731,3 School of Civil Engineering,Southwest Jiaotong University,Sichuan Chengdu 610031,China) |
| Abstract: | The evolution process of seismic code is reviewed.The comparison among the time-history analysis,the bottom shearing,modal response spectrum methods are made in this paper.The status and role of these methods are discussed.We think that the time-history analysis is a better method of analysis and it is not only a complete calculating method but also a basic method. |
| Keywords: | seismic code seismic design time sequence analysis method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |