Comparison of the response of the MDOF systems under near fault pulse-type ground motion and its closed form approximation
Publish place: 3rd.International Conference & 4th.national Conference on Civil Engineering, Architecture and Urban Design
Publish Year: 1397
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCACS03_096
تاریخ نمایه سازی: 23 آذر 1397
Abstract:
Near fault ground motions, especially which have forward directivity effects, can be caused more destructive damages on the structures. In last decades, this fact has been revealed that a large pulse, which placed at the beginning part of the time history of the velocity of the ground motions is the responsible for these damages. In fact, the remarkable part of the kinetic energy will be transferred by the velocity pulse. So, the appropriate approximation of the velocity pulse with mathematical formulas let investigate the response of the structures under them. In this paper, six records of three world-wide major earthquakes will be fitted by pulse type B closed form approximation. then the time history of the displacement of the top storey of an 11-storey building, which presents the multi degree of freedom structure, will be calculate under the ground motion s records and their fitted model. The results demonstrate the appropriate approximation of the real response from the viewpoints of the maximum value and the time of the vibration
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Authors
Hamed Alizadeh
Ph. D student of civil engineering, The University of Kharazmi,
Seyyed Hosein Hoseini Lavasani
Assistant professor, Department of Civil Engineering, The University of Kharazmi
Aamanalah Kordi
Associate professor, Chabahar Maritime and Marine University,