| 李刚,程耿东.基于可靠度和功能的框架—剪力墙结构抗震优化设计[J].计算力学学报,2001,18(3):290~294370 |
|
| 
码上扫一扫！ |
| 基于可靠度和功能的框架—剪力墙结构抗震优化设计 |
| Reliability and performance based optimization designfor seismic RC frame-wall structures |
| |
| DOI：10.7511/jslx20013059 |
| 中文关键词: 结构可靠度 结构优化设计 结构抗震设计 功能 框架－剪力墙结构 |
| 英文关键词:structural reliability,structural optimization design,structural seismic design,Performance-based design,frame-wall structures |
| 基金项目:国家自然科学基金资助项目 (5 9895 41 0 )，国家自然科学基金资助项目 (5 0 0 0 80 0 3 ) |
| 李刚 程耿东 |
| [1]大连理工大学工业装备结构分析重点实验室，辽宁大连116023 [2]大连理工大学工业装备结构分析重点实验室，辽宁大 |
| 摘要点击次数: 3436 |
| 全文下载次数: 11 |
| 中文摘要: |
| 作为结构抗震设计的发展方向，近年来基于功能的结构抗震设计思想引起了地震工程界的广泛重视，并取得了迅速发展，其基本思想就是在充分考虑结构抗震设计中的不确定性的情况下，采用基于“投资－效益”准则和强调结构“个性”的设计，本文讨论了基于可靠度和功能的结构抗震优化设计思想，建立了钢筋混凝土呆－剪力墙结构 抗震优化设计模型，给出了结构可靠度的近似计算方法，最后计算了钢筋混凝土框架－剪力墙的算例。 |
| 英文摘要: |
| As the development tendency for structural seismic design, the concept of performance based seismic design has drawn more and more attentions in the field of earthquake engineering and undergone a lot of developments in recent years. The basic idea of performance based seismic design is the optimization design based on cost-effectiveness criteria, considering the structural "individuality" and the uncertainties in the seismic design. The theory and methodology of reliability and performance based optimization design for seismic high-rise structures are studied in the present paper. The optimization design formula for seismic RC frame-wall structures is established, and the simplified approximate approach to calculate structural reliability is proposed. Finally, the seismic optimization design for high-rise RC frame-wall structure is carried out. |
| 查看全文 查看/发表评论 下载PDF阅读器 |
