板柱-抗震墙结构最大适用高度的探讨
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摘要
板柱结构由于其自身的优点在国外被广泛采用。但由于目前尚缺乏足够的科学依据和实际地震作用的考验,我国现行《建筑抗震设计规范》对于板柱结构的最大适用高度作了比较严格的规定。本文通过文献综述和典型平面的算例计算,分析了其抗震性能,对板柱-抗震墙的最大适用高度和抗震墙布置数量提出了建议。
Slab-column structure is widely used abroad due to its advantages.But yet because there is no enough scientific basis and practical seismic tests,China current code for seismic design of buildings for the maximum height of slab-column structure proposed strict rules.In this paper,based on literature review and typical example calculation and analysis of the seismic performance of slab-column shear wall structure,the maximum height of the structure and the quantity of shear wall are suggested.
Slab-column structure is widely used abroad due to its advantages.But yet because there is no enough scientific basis and practical seismic tests,China current code for seismic design of buildings for the maximum height of slab-column structure proposed strict rules.In this paper,based on literature review and typical example calculation and analysis of the seismic performance of slab-column shear wall structure,the maximum height of the structure and the quantity of shear wall are suggested.
引文
[1]沈聚敏,李德森.钢筋混凝土板柱-剪力墙结构的地震反应[J].地震工程与工程振动,1985,5(4):29-43.
[2]许巍,梁书亭等.梁柱-板柱组合结构(住宅体系)模型振动台试验研究[J].地震工程与工程振动,2003,23(4):100-104.
[3]董欣,吴强.板柱-剪力墙结构的动力特性分析[J].世界地震工程,2007,23(1):130-133.
[4]程万鹏,张秀娟,宋玉普.板柱节点的抗冲切性能研究[J].大连铁道学院学报,2005,26(2):4-47.
[5]程懋堃.关于板柱结构的适用高度[J].建筑结构学报,2003, 24(1):1-6.
[2]许巍,梁书亭等.梁柱-板柱组合结构(住宅体系)模型振动台试验研究[J].地震工程与工程振动,2003,23(4):100-104.
[3]董欣,吴强.板柱-剪力墙结构的动力特性分析[J].世界地震工程,2007,23(1):130-133.
[4]程万鹏,张秀娟,宋玉普.板柱节点的抗冲切性能研究[J].大连铁道学院学报,2005,26(2):4-47.
[5]程懋堃.关于板柱结构的适用高度[J].建筑结构学报,2003, 24(1):1-6.
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