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不同倒塌判定准则对评价RC框架结构抗倒塌能力的影响 被引量:12

Study on the effect of different collapse criteria on evaluating the collapse-resistant capacity of RC frames
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摘要 合理评价建筑结构抗倒塌能力是综合评价结构抗震性能和进行抗倒塌设计的前提与基础。由于模拟结构倒塌过程的复杂性,通常是以间接的方式(倒塌判定准则)判断结构是否发生倒塌。倒塌判定准则的重要性不言而喻。根据试验与数值分析相结合的手段,分析4种常用的倒塌判定准则判断结构倒塌的合理性;基于IDA的结构抗倒塌易损性分析方法,定量分析各倒塌判定准则对确定RC框架结构抗倒塌能力的影响,并根据分析结果提出有关建议。 Reasonably evaluating the collapse-resistant capacity of building structures is the premise and foundation of structure seismic performance assessment and collapse-resistant design. Because of the complexity of structure collapse simulation, collapse criteria, an indirect way, is usually used to judge whether the structure collapse or not. The collapse criteria play an important role in evaluating structure collapse safety. The rationality of four collapse criteria were evaluated with experiment and numerical analysis. And then the effect of these criteria on determine the collapse-resistant capacity of RC frames was quantitatively evaluated using a collapse fragility analysis based on an incremental dynamic analysis(IDA). Some suggestions are proposed to select the collapse criteria.
出处 《土木工程学报》 EI CSCD 北大核心 2014年第S2期241-246,共6页 China Civil Engineering Journal
基金 国家自然科学基金(51108486 51478067) 重庆市科技攻关项目(2011GGB127) 重庆市自然科学基金(cstcjjA30006)
关键词 RC框架结构 动力增量时程分析 倒塌判定准则 抗倒塌安全储备 损伤指数 RC frame structure incremental dynamics analysis collapse criteria safety margin against collapse damage index
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  • 1崔鸿超.日本兵库县南部地震震害综述[J].建筑结构学报,1996,17(1):2-13. 被引量:54
  • 2张雷明.[D].北京:清华大学土木工程系,2000.
  • 3郑西涛.变形块体系统分析及其并行运算[M].北京:清华大学土木工程系,1994..
  • 4Park Young J, Ang A H S. Mechanistic seismic damage model for reinforced concrete [J]. Journal of Structural Engineering, ASCE, 1985, 111(4): 722-739.
  • 5Roufaiel M S L, Meyer C. Analytical modeling of hysteretic behavior of R/C flames [J]. Journal of Structural Engineering, 1987, 113(3): 429-444.
  • 6Kawashima Kazuhiko, Koyama Tatsuhiko. Effect of number of loading cycles on dynamic characteristics of reinforced concrete bridge pier columns [J]. Structural Engineering and Earthquake Engineering, JSCE, 1988,5(1): 183-191.
  • 7Chung Young Soo, Meyer Christian, Masanobu, Shinozuku. Modeling of concrete damage [J]. ACI Structural Journal, 1989, 86(3): 259-271.
  • 8Lai Shing-Sham, Will George T, Otani Shunsuke. Model for inelastic biaxial bending of concrete members [J]. Journal of Structural Engineering, ASCE, 1984, 110(11): 2563 -2584.
  • 9Youssef Maged, Ghobarah A. Strength deterioration due to bond slip and concrete crushing in modeling of reinforced concrete members [J]. ACI Structural Journal, 1999, 96(6): 956-968.
  • 10Kunnath Sashi K, Reinhom Andrei M, Park Young J. Analytical modeling of inelastic seismic response of R/C structures [J]. Journal of Structural Engineering, ASCE, 1990, 116(4): 996- 1017.

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