一些不寻常不规则结构的分析-典型发现

Anuja Pawar, A. Pande
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引用次数: 0

摘要

建筑师们关注的是规划各种不规则的高层结构,从预期的简单对称配置到不规则配置有很大的偏差。IS 1893:2016详细描述了许多垂直和水平的不规则结构。关于刚度不规则、质量不规则、隔膜不规则、扭转不规则等方面的技术论文很多,但对于垂直几何不规则、浮柱或短柱、非平行侧向力系统等不常见的不规则,文献研究较少。因此,有必要研究具有这些不规则结构的力、位移和层间漂移的发展,并了解这些结构的抗震安全的局限性和范围。竖向几何不规则结构的分析清楚地表明,柱的位置及其在刚度主变平面上的位置对力和位移的发展起着重要的作用。本文的研究结果将被证明对设计具有垂直几何不规则的结构是有益的。
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ANALYSIS OF STRUCTURES WITH SOME UNCOMMON IRREGULARITIES- TYPICAL FINDINGS
Architects are focusing on planning high-rise structures with various irregularities, there is a great deviation from the expected simple and symmetric configuration to irregular configurations. The IS 1893:2016 has detailed many vertical as well as horizontal irregularities in structures. Many technical papers are available on stiffness irregularity, mass irregularity, diaphragm irregularity, torsional irregularity, however no much research work is available in literature on some uncommon irregularities such as vertical geometric irregularity, floating or stub columns, non-parallel lateral force system. Thus there is a great need to investigate development of forces, displacements and storey drift in the structures with these irregularities and understand the limitations and scope for seismic safety of these structures. The analyses of structures with vertical geometric irregularities have clearly demonstrated that the column location and its position from the plane of major stiffness variation play important role in development of forces and displacements. The outcome of this research paper shall prove to be beneficial while designing structures with vertical geometric irregularity.
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