| 不同参数型钢高性能混凝土剪力墙抗震性能研究 |
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| 引用本文： | 白亮,梁兴文,邓博团.不同参数型钢高性能混凝土剪力墙抗震性能研究[J].工程力学,2011(7):151-156. |
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| 作者姓名： | 白亮 梁兴文 邓博团 |
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| 作者单位： | 长安大学建筑工程学院;长安大学旧桥检测与加固技术交通行业重点实验室;西安建筑科技大学结构工程与抗震教育部重点实验室;西安科技大学土木与建筑学院; |
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| 基金项目： | 中央高校基本科研业务费专项基金项目; 长安大学基础研究支持计划专项基金项目(CHD2009JC154); 国家自然科学基金项目(50678146) |
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| 摘 要： | 该文研究型钢高性能混凝土（SHPC）剪力墙在不同参数影响下的抗震性能,采用纤维墙元模型对SHPC剪力墙进行数值分析,并将数值分析结果与试验结果进行对比,验证了纤维墙元模型的合理性和可靠性。在此基础上,分析了轴压比、边缘构件约束区长度及型钢配钢率对SHPC剪力墙抗震性能的影响,结果表明,SHPC剪力墙承载能力随轴压比的增...
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| 关 键 词： | 型钢高性能混凝土 剪力墙 数值模拟 抗震性能 轴压比 |
STUDY ON THE SEISMIC BEHAVIOR OF STEEL HIGH-PERFORMANCE-CONCRETE SHEAR WALLS WITH DIFFERENT PARAMETERS |
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| BAI Liang,LIANG Xing-wen,DENG Bo-tuan.STUDY ON THE SEISMIC BEHAVIOR OF STEEL HIGH-PERFORMANCE-CONCRETE SHEAR WALLS WITH DIFFERENT PARAMETERS[J].Engineering Mechanics,2011(7):151-156. |
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| Authors: | BAI Liang LIANG Xing-wen DENG Bo-tuan |
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| Affiliation: | BAI Liang1,2,LIANG Xing-wen3,DENG Bo-tuan4(1.School of Civil Engineering,Chang'an University,Xi'an 710061,China,2.Key Laboratory for Bridge Detection and Reinforcement Technology of Ministry of Communications,Xi'an 710064,3.Key Laboratory for Structural Engineering and Earthquake Resistance of China Education Ministry,Xi'an University of Architecture & Technology,Xi'an 710055,4.School of Architecture and Civil Engineering,Xi'an University of Science and Technology,Xi'an 710054) |
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| Abstract: | The study on the seismic behavior of steel high-performance-concrete(SHPC) shear walls with different parameters was performed in this paper.The fiber wall element model was used to analyze the seismic characteristics of SHPC walls.The results of numerical simulation are agreement with experimental results and it proves that the fiber wall element model is reasonable in the nonlinear analysis of SHPC shear walls.Also,some parameters on the seismic behavior of SHPC shear walls were analyzed,such as the axial... |
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| Keywords: | steel high performance concrete shear walls numerical simulation seismic behavior axial load ratio |
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