- 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: | XIONG Ergang, ZHANG Qian. Performance-Based Plastic Design Method of Reinforced Concrete Frames[J]. Journal of Southwest Jiaotong University, 2013, 26(4): 632-638. doi: 10.3969/j.issn.0258-2724.2013.04.007
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李应斌. 钢筋混凝土结构基于性能的抗震设计理论与应用研究[D]. 西安:西安建筑科技大学土木工程学院,2004.
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管民生. 基于性能的钢筋混凝土框架结构抗震性能评价方法与应用研究[D]. 广州:华南理工大学土木与交通学院,2011.
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中国建筑科学研究院. GB50011—2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社,2010.
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樊长林,张善元,路国运. 钢筋混凝土框架刚塑性抗震设计方法研究[J]. 世界地震工程,2009,25(3): 67-73. FAN Changlin, ZHANG Shanyuan, LU Guoyun. Study on rigid-plastic seismic design of reinforced concrete frame structures[J]. World Earthquake Engineering, 2009, 25(3): 67-73.
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辛力,梁兴文,白亮. RC框架结构直接基于位移的抗震优化设计方法[J]. 地震工程与工程振动,2008, 28(5): 79-86. XIN Li, LIANG Xingwen, BAI Liang. Optimal method for direct displacement-based seismic design of RC frames[J]. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(5): 79-86.
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GHORBANIE-ASL M. Performance-based seismic design of building structures[D]. Carleton: Department of Civil and Environmental Engineering, Carleton University, 2007.
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Applied Technology Council. FEMA-445 Next-generation performance-based seismic design guidelines: program plan for new and existing buildings[S]. Washington D C: Federal Emergency Management Agency, 2006.
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SAHOO D R, CHAO S H. Performance-based plastic design method for buckling-restrained braced frames[J]. Engineering Structures, 2010, 32(9): 2950-2958.
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LIAO W C. Performance-based plastic design of earthquake resistant reinforced concrete moment frames[D]. Ann Arbor: Department of Civil and Environmental Engineering, The University of Michigan, 2010.
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LEE S S. Performance-based design of moment frames using target drift and yield mechanism. Michigan: Department of Civil and Environmental Engineering, The University of Michigan, 2002.
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