| 引用本文: | 韩军,李英民,姬淑艳.RC框架结构合理破坏机制的实现[J].哈尔滨工业大学学报,2010,42(12):2003.DOI:10.11918/j.issn.0367-6234.2010.12.033 |
| HAN Jun,LI Ying-min,JI Shu-yan.Realization of rational failure mechanism for the RC frame structure[J].Journal of Harbin Institute of Technology,2010,42(12):2003.DOI:10.11918/j.issn.0367-6234.2010.12.033 |
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| 摘要: |
| 为使RC框架结构在强震中有效形成合理的破坏机制,提高其抗震性能,采用OpenSees平台模拟变轴力柱弯曲性能和结构反应下降段的基于柔度法纤维模型,考虑楼板及板筋、结构超强、内力重分布等影响因素,对按现行规范设计的各设防烈度区6层规则框架进行非线性Pushover分析,考察了我国抗震规范中强柱弱梁措施的有效性及控制效果的影响因素,与汶川地震震害现象进行对比,并通过算例分析探讨了实现以梁铰为主的合理破坏机制的有效措施.分析结果表明:大震下6度区框架出铰较少,7度、8度区框架以柱铰为主,并出现了层侧移机构,结构抗震能力不足,与震害现象基本相符9,度区形成了以梁铰为主的梁柱铰机构.现行规范措施除9度区以外均不能实现框架结构预期的破坏机制,提高强柱弱梁系数、减小轴压比和提高小震设计地震力等措施可有效避免柱铰机制. |
| 关键词: 钢筋混凝土框架结构 抗震设计 破坏机制 纤维模型 Pushover OpenSees 汶川地震 |
| DOI：10.11918/j.issn.0367-6234.2010.12.033 |
| 分类号: |
| 基金项目:中央高校基本科研业务费(CDJZR10200023) |
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| Realization of rational failure mechanism for the RC frame structure |
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HAN Jun, LI Ying-min, JI Shu-yan
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College of Civil Engineering,Chongqing University,Chongqing 400045,China
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| Abstract: |
| To improve the seismic performance of RC frame structure under strong earthquake,the effectiveness of the provisions to ensure the "strong-column-weak-beam" failure mechanism in current Chinese seismic design code is examined,and some effective measures to realize rational failure mechanism are studied.Based on the flexibility method on OPENSEE platform,the fiber model can be used to simulate the biaxial bending behavior of columns under variable axial load and the deterioration phase of the structural response.A 6-story regular frame structure located in each fortification intensity region was designed according to the current seismic design code and studied using the nonlinear pushover analysis to investigate the failure mechanism of the structure.The analysis results were compared with the actual structural damage phenomena observed in Wenchuan Earthquake.The minimum requirement of ensuring the plastic hinge formation mostly in beams was discussed.The analysis results indicated that few plastic hinges were developed in the frame structure in the region of seismic fortification intensity 6.In seismic fortification region 7 and 8,plastic hinges were mainly formed in columns and lateral drift mechanism was developed,leading to inadequate seismic resistance of the structure.The plastic hinge formation mostly in beams was only realized in the frame structure located in seismic fortification region 9.It is proposed that increasing the strong column-weak beam coefficient,reducing the axial load ratio and increasing the design seismic force for small earthquake can help realize the expected failure mechanism that plastic hinges are mainly formed in beams. |
| Key words: RC frame structure seismic design failure mechanism fiber model Pushover OpenSees Wenchuan earthquake |
