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Effects of torsional irregularity to structures during earthquakes

机译:地震期间扭转不规则对结构的影响

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摘要

Structures experience lateral deflections under earthquake loads. Magnitude of these lateral deflections is related to many variables such as structural system, mass of the structure and mechanical properties of the structural materials. Buildings should be designed so that they can resist earthquake induced deflections and internal forces. Structural irregularities are important factors which decrease the seismic performance of the structures. Buildings which have structural irregularities may experience different drifts of adjacent stories, excessive torsion, etc. according to irregularity type and fail during an earthquake. In this paper, effects of torsional irregularity on structures are studied. Building models, which have different number of floors and floor areas, are generated by a computer program and calculations are made. Results are compared and precautions are given to prevent damages caused by torsional irregularity under earthquake loads. Also, statements in different earthquake codes about torsional irregularity are compared. Calculations show that separating big building sections from each other with proper separation distances and increasing lateral rigidity on the weak direction of the structures decrease the effect of torsion.
机译:结构在地震载荷下会发生横向变形。这些横向变形的大小与许多变量有关,例如结构系统,结构质量和结构材料的机械性能。建筑物的设计应能抵抗地震引起的变形和内力。结构不规则是降低结构抗震性能的重要因素。具有不规则结构的建筑物可能会根据不规则类型而经历相邻楼层的不同漂移,过度扭转等,并在地震中失效。本文研究了扭转不规则对结构的影响。通过计算机程序生成具有不同楼层和楼层面积数量的建筑模型,并进行计算。比较结果并给出预防措施,以防止在地震载荷下由于扭转不规则造成的损坏。此外,还比较了不同地震规范中关于不规则扭振的陈述。计算表明,以适当的间隔距离将大的建筑部分彼此分隔开,并在结构的薄弱方向上增加横向刚度,可以减小扭转的影响。

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