框架-密肋复合墙结构新体系研究
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摘要
结合密肋复合墙结构的研究成果和框架结构抗震性能的发展趋势,提出一类新型结构体系:框架-密肋复合墙结构体系。简要介绍了密肋复合墙结构受力特点,阐述了将密肋复合墙引入框架结构的重要意义,即增强大震下框架结构的抗震能力,扩展密肋复合墙结构在工业与民用建筑中的应用范围,以及丰富多高层框架结构整体加固方法等。根据外框架类型和密肋墙对抗侧刚度贡献机制的不同,对框架-密肋复合墙结构进行了分类,详细介绍了正在进行研究的几种结构形式,并指出现阶段框架-密肋复合墙结构的研究内容和方向。
Based on the research results from multi-ribbed composite wall structure and development direction of seismic behavior of frame structure,a new structural system is proposed in this paper: frame-multi-ribbed composite wall structural system.The stress characteristic of this kind of structure is introduced briefly,and the important meaning of researching this kind of structure is pointed out.We can develop the seismic ability of frame structure under large earthquake,extend the application scope of multi-ribbed composite wall in industry and civil structure field,and devise the reinforcement method of high-rise frame structure.According to the outside frame type and rigidity contribution mechanism of multi-ribbed composite wall,fram-multi-ribbed composite wall structure is classified,and several kinds of structures are introduced in detail.The research content and the direction of frame-multi-ribbed composite wall structure are pointed out in the end.
Based on the research results from multi-ribbed composite wall structure and development direction of seismic behavior of frame structure,a new structural system is proposed in this paper: frame-multi-ribbed composite wall structural system.The stress characteristic of this kind of structure is introduced briefly,and the important meaning of researching this kind of structure is pointed out.We can develop the seismic ability of frame structure under large earthquake,extend the application scope of multi-ribbed composite wall in industry and civil structure field,and devise the reinforcement method of high-rise frame structure.According to the outside frame type and rigidity contribution mechanism of multi-ribbed composite wall,fram-multi-ribbed composite wall structure is classified,and several kinds of structures are introduced in detail.The research content and the direction of frame-multi-ribbed composite wall structure are pointed out in the end.
引文
[1]西安建筑科技大学建筑工程新技术研究所.密肋壁板轻型框架结构理论与应用研究[R].西安:西安建筑科技大学,2000.
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[3]何明胜,姚谦峰,黄炜,等.横向荷载作用下密肋复合墙体计算模型及承载力计算方法研究[J].地震工程与工程振动,2008,28(5):102-108.
[4]黄炜.密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2004.
[5]傅秀岱,马峰,杨永哲.新型钢筋混凝土复合剪力墙抗震性能试验研究[J].天津大学学报,2000,33(3):336-340.
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[10]河北省建设厅.DB13(J)64-2006密肋壁板结构技术规程[S].
[11]孙景江,马强,石宏彬,等.汶川地震高烈度区城镇房屋震害简介[J].地震工程与工程振动,2008,28(3):7-15.
[12]何明胜.型钢混凝土边框柱密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2008.
[2]姚谦峰,陈平,张荫.密肋壁板轻框结构节能住宅体系研究[J].工业建筑,2003,33(1):1-5.
[3]何明胜,姚谦峰,黄炜,等.横向荷载作用下密肋复合墙体计算模型及承载力计算方法研究[J].地震工程与工程振动,2008,28(5):102-108.
[4]黄炜.密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2004.
[5]傅秀岱,马峰,杨永哲.新型钢筋混凝土复合剪力墙抗震性能试验研究[J].天津大学学报,2000,33(3):336-340.
[6]马峰.轴压比的变化对格构式复合剪力墙抗震性能影响的试验研究[D].天津:天津大学,2000.
[7]陈新孝,牛获涛,石建光,等.偏心支撑钢筋混凝土框架的试验研究与极限分析[J].工业建筑,2003,33(3):35-38.
[8]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.
[9]周晓夫,程绍革,肖伟,等.中国地质博物馆抗震鉴定与加固设计[J].工程抗震与加固改造,2006,28(2):56-60.
[10]河北省建设厅.DB13(J)64-2006密肋壁板结构技术规程[S].
[11]孙景江,马强,石宏彬,等.汶川地震高烈度区城镇房屋震害简介[J].地震工程与工程振动,2008,28(3):7-15.
[12]何明胜.型钢混凝土边框柱密肋复合墙体抗震性能及设计理论研究[D].西安:西安建筑科技大学,2008.
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