| 大型火电厂主厂房纵向框架-剪力墙结构抗震性能试验研究 |
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| 引用本文： | 王威,王社良.大型火电厂主厂房纵向框架-剪力墙结构抗震性能试验研究[J].工业建筑,2003,33(12):39-42,38. |
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| 作者姓名： | 王威 王社良 |
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| 作者单位： | 西安建筑科技大学,西安,710055 |
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| 基金项目： | 国家电力总公司资助项目 |
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| 摘 要： | 框架 -剪力墙结构是应用较为广泛的一种结构体系 ,但对于大型工业厂房中的框架 -剪力墙结构 ,其抗震性能的研究还不够深入。通过对大型火电厂主厂房纵向框架 -剪力墙结构体系进行拟动力模型结构试验 ,研究它的受力特点、破坏过程及强度、刚度、变形、延性和耗能性能 ,并提出了改进结构抗震耗能性能的设计建议
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| 关 键 词： | 高强度混凝土 纵向框架-剪力墙结构 抗震性能 破坏机理 薄弱层 抗震设计 抗震构造措施 |
EXPERIMENTAL RESEARSH ON ANTI-SEISMIC BEHAVIOR OF LONGITUDINAL R.C. FRAME-SHEAR WALL STRUCTURE FOR LARGE THERMAL POWER PLANT |
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| Wang Wei Wang Sheliang.EXPERIMENTAL RESEARSH ON ANTI-SEISMIC BEHAVIOR OF LONGITUDINAL R.C. FRAME-SHEAR WALL STRUCTURE FOR LARGE THERMAL POWER PLANT[J].Industrial Construction,2003,33(12):39-42,38. |
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| Authors: | Wang Wei Wang Sheliang |
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| Abstract: | Frame-shear wall structure is widely used in civil engineering,but the research on earthquake resistant behavior of this structure for a large industrial mill building is very deficient at present.According to pseudo dynamic model test of the longitudinal frame-shear wall structure of the main factory building for a large thermal power plant,the paper investigates its loading behavior,failure process,strength,rigidity,deformation,ductility and behavior of dissipation seismic energy,and puts forward suggestions of improving structural anti-seismic behavior. |
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| Keywords: | high-strength concrete longitudinal frame-shear wall structure seismic behavior failure mechanism weak layer seimic design earthquake resistant constructional measure |
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