PERFORMANCE LEVEL OF ECCENTRIC STRUCTURES DUE TO TORSION AND SOIL-STRUCTURE INTERACTION
Publish Year: 1398
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
SEE08_192
تاریخ نمایه سازی: 27 خرداد 1399
Abstract:
In this paper, effect of torsion on the inelastic responses of structures resting on a nonlinear flexible medium is studied.The focus here is on the plan-wise distribution of inelastic responses between different lateral load bearing lines of a torsional structure under SSI. Nonlinear behavior of structural systems and the underlying soil are both taken into account and the responses are compared with the fixed-base counterparts of the flexible-base buildings. Such a study has been extremely rare within the examined SSI problems in the past. As related to this paper, some of the SSI studies as follows, have explored how the inelastic responses vary for different soil-structure systems
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Authors
Masood Shirzadi
M.Sc. Graduate, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
Farhad Behnamfar
Associate Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
Payam Asadi
Assistant Professor, Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran