Non-Linear Behavior of Reinforced Concrete Frame Structure with Vertical Irregularities
نویسندگان
چکیده
Various structural factors that contribute to damage during an earthquake are vertical irregularities, irregularities in strength and stiffness, mass torsional so on. Over the past decade, performance-based design (PBD) procedures have become one of most critical areas engineering. The pushover procedure is divided into two parts; first displacement target for erected building. estimated top building when exposed excitation. Then a analysis carried out on until removal equal displacement. Second type controlled force which total amount acting applied structure, out. various performance levels expressed terms base shear versus roof If all plastic hinges formed within CP limit, structure said be safe. On other hand, if hinge exceeds collapsed. This paper proposes 2D reinforced concrete frame with three models variations irregularity. aims see nonlinear behavior frames through method using SAP2000 software. Furthermore, results show skeleton susceptible increasing As irregularity increases, percentage crossing boundary increases. also model 2 has better behavior.
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ژورنال
عنوان ژورنال: International journal of innovative research in computer science & technology
سال: 2023
ISSN: ['2347-5552']
DOI: https://doi.org/10.55524/ijircst.2023.11.1.10